STREAM STABILIZATION PLAN
|
|
|
- Denis Jacobs
- 6 years ago
- Views:
Transcription
1
2 DISTRICT COUNTY ROUTE SECTION SHEET 6- PHILADELPHIA 47 14B 1 OF 2 NOTES: REVISION NUMBER REVISIONS DATE BY 1. REFER TO EROSION AND SEDIMENT POLLUTION CONTROL PLANS FOR LOCATION OF TEMPORARY CONSTRUCTION ENTRANCE AND SEQUENCE OF CONSTRUCTION. 2. ALL S SHALL BE MADE IN ACCORDACE WITH FAIRMONT PARK COMMISSION SPECIFICATIONS. 3. PRIOR TO THE START OF, THE CONTRACTOR SHALL SUBMIT A PROPOSED SCHEDULE, INCLUDING SOURCE OF PLANT MATERIAL TO THE FAIRMONT PARK COMMISSION (FPC) FOR REVIEW. NO WORK SHALL BE PERFORMED UNTIL THIS SCHEDULE IS APPROVED BY THE FP 4. THE CONTRACTOR SHALL PROVIDE TREES AND SHURBS FOR S IN ACCORDANCE WITH FPC CRITERIA FOR FOREST UNDERSTORY. 5. REFER TO LANDSCAPING PLAN FOR TREE PROTECTION FENCE LOCATION. 6. INSTALL RIPRAP/GROUT BAGS UNDER BRIDGE TO AN ELEVATION.5 BELOW NORMAL STREAMBED ELEVATION FOR UPSTREAM AND DOWNSTREAM APPROACHES. S LIVE STAKING B L RIPRAP 2-YR WATER SURFACE ELEVATION = NORMAL STREAMBED ELEVATION = TYPICAL SECTION DOWNSTREAM TO PROPOSED GROUT BAGS B L APPROXIMATE LOCATION GROUT BAGS TO REMAIN 2-YR WATER SURFACE ELEVATION = S TOP OF RIPRAP/GROUT BAG ELEVATION = 281. R-6 RIPRAP LIMIT OF DISTURBANCE GROUT BAGS TO REMAIN TYPICAL SECTION UNDER BRIDGE TO PUMP GROUT UNDER FOUDATION BEHIND GROUT BAGS IN AREA OF UNDERMINING GROUT BAGS RIPRAP (11+ TO 11+45) S BL 2-YR WATER SURFACE ELEVATION = LEGEND LIMIT OF DISTURBANCE NORMAL STREAMBED ELEVATION = AREA OF LIVE STAKING AREA OF RIPRAP TYPICAL SECTION UPSTREAM STA 1+45 TO AREA OF S SCALE $DATE$ $FILE$ AREA OF GROUT BAG INSTALLATION 2 2 STREAM STABILIZATION PLAN
3 DISTRICT COUNTY ROUTE SECTION SHEET 6- PHILADELPHIA 47 14B 2 OF 2 RIPRAP REVISION NUMBER REVISIONS DATE BY LIVE STAKES DEFINITION SKETCH PLAN VIEW SECTION VIEW =BACKFILL SLOPE ANGLE (2H:1V MIN. ; 1H:1V MAX.) CONSTRUCTION NOTE: STONE BLOCKS SHALL BE ROTATED INTO THE BANK DURING PLACEMENT SUCH THAT THE UPSTREAM BLOCKS OVERLAP THE DOWNSTREAM BLOCKS BY 3 INCHES 2 YR. WATER SURFACE ELEVATION = TOP OF BANK ELEVATION = =INCLINATION OF WALL FROM HORIZONTAL (1H:5V) STREAMBANK COIR FIBER MATTING SECTION VIEW ROCK TOE TO PREVENT UNDERMINING OF LIVE STAKING STAKES - 3 FEET CENTER-TO-CENTER TOP ELEV. = YR. WATER SURFACE ELEVATION = ROCKS SHALL BE ANGULAR TOPSOIL (DEPTH = 5") BANK LINE 3 IN (MAX) FLOW R-4 RIPRAP 3 IN. IMBRICATION (MAX.) STREAM BED CLASS 2 GEOTEXTILE CLASS 2 GEOTEXTILE FS-3 FILTER BLANKET (MIN. THICKNESS = 8") BOTTOM ELEV. = TOE TRENCH AND FOOTER ROCK, R-4 RIPRAP STABLE CUT FACE FS-3 FILTER BLANKET (MIN. THICKNESS = 8") EMBED ROCK 2 MIN. BELOW CHANNEL ELEVATION 2 LIVE STAKES SHALL BE SPACED 2 TO 3 FEET STREAM BED 2 BOTTOM ELEV. = EMBED ROCK 2 MIN. BELOW CHANNEL ELEVATION APART (TRIANGULAR SPACING) TO GIVE A DENSITY OF 2 TO 4 CUTTINGS PER SQUARE YARD. PLAN VIEW DETAIL 1/2 TO 1-1/2 IN DIA. GROUT BAG/RIPRAP INSTALLATION FLAT TOP END STAKES - 3 FEET CENTER-TO-CENTER LATERAL.2 L B L BUD COIR FIBER MATTING FLOW.8 L 6 MIN. WATER TABLE TOP OF RIPRAP/GROUT BAG ELEVATION = 281. TEMPORARY 4" DIA. PVC PIPE AT 4 -" MAX. SPACING ALONG 45 DEGREE TAPERED BUTT END FACE OF ABUTMENT. AFTER FILLING CAVITY BELOW FOOTING, CUT PIPE FLUSH WITH TOP OF BAGS. NOTES: LIVE STAKES SHOULD BE 2-3 FEET IN LENGTH. ADDITIONALLY, THE BRIDGE FND. (UNKNOWN DEPTH) BRIDGE FND. (UNKNOWN DEPTH) 1. CONTRACTOR SHALL SELECT AND INSTALL WILLOW, COTTONWOOD, OR OTHER LIVE STAKE AS APPROVED BY FP 2. S SHALL OCCUR ON NATURAL BANK SOIL, NOT FILL. STAKES SHOULD HAVE A DIAMETER IN THE RANGE OF 1/2 TO 1-1/2 INCHES. GROUT BAGS TO REMAIN CAVITY BELOW FOOTING SHALL BE FILLED WITH GROUT LOCATION AND EXTENT TO BE DETERMINED BY THE ENGINEER 3. S SHALL BE DONE AT SLOPES NO R-6 RIPRAP STEEPER THAN 2:1. 4. INSTALLATION SHALL OCCUR BETWEEN CLASS 2 GEOTEXTILE GROUT BAGS OCTOBER 15 AND APRIL 15. AREA OF STREAMBED TO BE AIRLIFTED TO ACCOMODATE GROUT BAGS STREAM STABILIZATION PLAN
4 6- PHILADELPHIA OF T. T. 1+9 T. T. 1+1 T. T. 1+7 T. T. T. T. 1+5 T. T
5 6- PHILADELPHIA OF T. T T. T. TOPSOIL RIPRAP FILTER BLANKET 11+3 T. T T. T. GROUT BAGS 11+1 T. T T. T
6 6- PHILADELPHIA OF % 12+7 T. T T. T. RIPRAP 5.7% LIVE 5.6% STAKING TOPSOIL FILTER BLANKET 12+5 T. T T. T T. T T. T
7 6- PHILADELPHIA OF T. T. T. T T. T. T. T. RIPRAP TOPSOIL LIVE STAKING FILTER BLANKET 13+5 T. T. T. T
Item Name Description Unit of Measure Mobilization Per WSDOT Lump Sum
Page 1 of 6 DESIGN STANDARDS FOR: MEASUREMENT AND PAYMENT Where bids are utilities for construction, repair or alteration for Public Work park projects, the following bid item descriptions and units of
File No Supplemental November Geotechnical and Environmental Consulting Engineers
Supplemental Information & Geotechnical Recommendations Proposed New Solar Valley Location B (East of Building No. 7) Cañada Community College 4200 Farm Hill Boulevard Submitted to: Mr. Peter Hempel Construction
PART 1 GENERAL REQUIREMENTS
PART 1 GENERAL REQUIREMENTS Contract Closeout Plan 110 Arrow diagram for project close-out...3 Erosion Control 121 Straw bale barrier... 5 122 Silt fence... 7 123 Diversion dike... 9 124 Inlet protection...
TEMPORARY SEDIMENT TRAP CODE
ILLINOIS URBAN MANUAL PRACTICE STANDARD TEMPORARY SEDIMENT TRAP CODE 960 Source: DEFINITION A small temporary stormwater storage structure designed to trap sediment. PURPOSE The purpose of this practice
SOIL EROSION CONTROL PERMIT APPLICATION
SOIL EROSION CONTROL PERMIT APPLICATION Pursuant to Part 91, Soil Erosion and Sedimentation Control, of Act 451 of the Public Acts of 1994, as amended A Soil Erosion Control Permit is required for earth
SECTION TRENCHING & BACKFILLING
SECTION 02225 - TRENCHING & BACKFILLING 1.0 GENERAL 1.1 Work included in this Section includes trenching and backfilling for underground pipelines and related structures only. 1.2 Reference Specifications
Alternative BMPs for Erosion Prevention & Sediment Control
Alternative BMPs for Erosion Prevention & Sediment Control J.P. Johns, PE - Woolpert March 11, 2011 Agenda + Traditional BMPs + Performance Specifications + Erosion Prevention + Sediment Control + The
ROLES AND RESPONSIBILITIES Small Pond Approval. SWM MD-378 Pond Checklist Training 10/17/07. Exemptions EMBANKMENT HEIGHT. Height of Dam Weir Wall
SWM MD-378 Pond Checklist Training 10/17/07 Ken Wolfe Warren Johnson USDA, NRCS Frederick, Maryland ROLES AND RESPONSIBILITIES Small Pond Approval MDE, WMA, Dam Safety Division Authority (COMAR 26.17.04.03)
Stormwater Local Design Manual For Houston County, Georgia
Stormwater Local Design Manual For Houston County, Georgia Adopted November 15, 2005 TABLE OF CONTENTS 1. FORWARD... 1 2. GENERAL LEVEL OF SERVICE STANDARDS... 2 2.1. DETENTION REQUIREMENTS... 2 2.1.1.
KDOT TEMPORARY EROSION - CONTROL MANUAL
KDOT TEMPORARY EROSION - CONTROL MANUAL A Guide for the Design, Installation, Inspection, and Maintenance of Temporary Erosion-Control Measures in Kansas January 2007 PURPOSE & USE OF THE MANUAL PURPOSE
10:00 AM, Wednesday, April 8, 2015
NOTICE OF MANDATORY PRE-BID CONFERENCE WILL BE HELD AT 10:00 AM, Wednesday, April 8, 2015 IN ROOM 16, CITY HALL BUILDING, 101 NORTH MAIN STREET WINSTON-SALEM, NORTH CAROLINA The purpose of this conference
MODEL Stormwater Local Design Manual. City of Centerville
MODEL Stormwater Local Design Manual City of Centerville Adopted December 6, 2005 TABLE OF CONTENTS 1. FORWARD... 1 2. GENERAL LEVEL OF SERVICE STANDARDS... 1 2.1. DETENTION REQUIREMENTS... 1 2.1.1. Discharge
Ohio Department of Transportation Division of Production Management Office of Geotechnical Engineering. Geotechnical Bulletin
Ohio Department of Transportation Division of Production Management Office of Geotechnical Engineering Geotechnical Bulletin GB 2 SPECIAL BENCHING AND SIDEHILL EMBANKMENT FILLS Geotechnical Bulletin GB2
CITY OF TROY CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587
CITY OF TROY DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587 JANUARY 2010 TABLE OF CONTENTS SECTION 1 SECTION 2 SECTION 3 SECTION 4 SECTION 5 SECTION 6 APPENDIX ROADWAY DESIGN DRAINAGE
Contact the Jurisdictional Engineer for materials allowed by each jurisdiction.
Design Manual Chapter 3 - Sanitary Sewers 3C - Facility Design 3C-1 Facility Design A. Capacity of Pipe Pipe sizes 15 inches and smaller should carry the peak flow at a depth of no more than 0.67 of the
Storm Drain Inlet Protection
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
CATCH BASIN ST-1 ENGINEERING DEPARTMENT PLATE NUMBER 3.33' 3.0' 2.0' 4.33' 3.0' 4.0' 1.00' TO BACK OF CURB LINE
3.33' 3.0' 2.0' 4.33' 4.0' 3.0' 1.00' TO BACK OF CURB LINE TOP OF GRATE ELEV. - SEE PLAN NEENAH CASTING R-3067-V OR AS NOTED ON PLANS. "INFA-SHIELD" SEAL OR EQUAL. RINGS (2 MIN., 1' MAX. OF RINGS AND MORTAR).
Design and Installation Guidelines for Retaining Walls. 1 P age. Geo Products, LLC 8615 Golden Spike Lane Houston, TX Phone:
Design and Installation Guidelines for Retaining Walls 1 P age Geo Products, LLC 8615 Golden Spike Lane Houston, TX 77086 Phone: 281.820.5493 2011 Geo Products, Fax: 281.820.5499 LLC www.geoproducts.org
Constructed Wetland Channel T-9
Description A constructed wetland channel is a conveyance BMP that is built, in part, to enhance stormwater quality. Constructed wetland channels use dense vegetation to slow down runoff and allow time
SUBSURFACE INFILTRATION SYSTEM DESCRIPTION. Alternative Names: Sump, Drywell, Infiltration Trench, Infiltration Galleries, Leach Fields
4.1-d SUBSURFACE INFILTRATION SYSTEM Alternative Names: Sump, Drywell, Infiltration Trench, Infiltration Galleries, Leach Fields BMP DESIGN APPROACH Pollutant Source Control Hydrologic Source Control Stormwater
DIVISION 31 EARTHWORK 2006 Edition, Published January 1, 2006; Division Revision Date: January 31, 2012
2006 Edition, Published January 1, 2006; Division Revision Date: January 31, 2012 PART FIVE DOCUMENTS FOR SITE AND INFRASTRUCTURE 31 00 00. EARTHWORK 31 10 00. SITE CLEARING.1 STRUCTURE REMOVAL: Include
Standards for Soil Erosion and Sediment Control in New Jersey May 2012 STANDARD FOR RIPRAP. Conditions Where Practice Applies
STANDARD FOR RIPRAP Definition A layer of loose rock, aggregate, bagged concrete, gabions, or concrete revetment blocks placed over an erodible soil surface. Purpose The purpose of riprap is to protect
SECTION RIPRAP, BOULDERS, AND BEDDING
SECTION 31 37 00 RIPRAP, BOULDERS, AND BEDDING PART 1 GENERAL 1.01 SECTION INCLUDES A. The WORK includes excavation, grading, and installation of riprap, boulders, soil riprap, void-filled riprap, and
SECTION EROSION AND SEDIMENTATION CONTROLS
SECTION 312500 EROSION AND SEDIMENTATION CONTROLS PART 1 - GENERAL 1.01 GENERAL PROVISIONS A. Attention is directed to the CONTRACT AND GENERAL CONDITIONS and all Sections within DIVISION 01 - GENERAL
SECTION GRAVEL PACKED WATER WELL
SECTION 02520 GRAVEL PACKED WATER WELL PART 1 GENERAL 1.01 SECTION INCLUDES A. Gravel packed water well includes drilling, installing, cleaning, developing, testing, videoing, abandoning, and site clean
NEW CASTLE CONSERVATION DISTRICT. through. (Name of Municipality) PLAN REVIEW APPLICATION DRAINAGE, STORMWATER MANAGEMENT, EROSION & SEDIMENT CONTROL
NEW CASTLE CONSERVATION DISTRICT through (Name of Municipality) PLAN REVIEW APPLICATION DRAINAGE, STORMWATER MANAGEMENT, EROSION & SEDIMENT CONTROL Office use only: Received by Municipality: Received by
Straw Bale Barrier. Parallel to a roadway to keep sediment off paved areas
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 Objective
LANDSCAPE RETAINING WALLS
SUDAS Standard Specifications Division 9 - Site Work and Landscaping Section 9070 - Landscape Retaining Walls LANDSCAPE RETAINING WALLS PART - GENERAL.0 SECTION INCLUDES A. Modular Block Retaining Walls
STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 836 SEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT January 18, 2013
836.01 Description 836.02 Materials 836.03 Construction 836.04 Maintenance 836.05 Method of Measurement 836.06 Basis of Payment STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 836
GUIDELINES FOR INSTALLATION OF ON-SITE SEWAGE SYSTEMS
UTAH COUNTY HEALTH DEPARTMENT Div. of Environmental Health 151 South University Avenue, Provo 84601 (801) 851-7525 FAX 851-7521 GUIDELINES FOR INSTALLATION OF ON-SITE SEWAGE SYSTEMS This is intended to
Understanding Stormwater Pollution Prevention Plans (SWPPPs) (SWPPPS)
Understanding Stormwater Pollution Prevention Plans (SWPPPs) (SWPPPS) Definitions SWPPP: Storm Water Pollution Prevention Plan BMP: Best Management Practice(s) to control pollution IDNR: Iowa Department
Standards for Soil Erosion and Sediment Control in New Jersey May 2012 STANDARD FOR SLOPE PROTECTION STRUCTURES. Definition
STANDARD FOR SLOPE PROTECTION STRUCTURES Definition Structures to safely conduct surface runoff from the top of a slope to the bottom of the slope. Purpose The purpose of this practice is to convey storm
Curlex High Velocity EROSION CONTROL BLANKET SPECIFICATION
Curlex High Velocity EROSION CONTROL BLANKET SPECIFICATION PART I - GENERAL 1.01 Summary A. The erosion control blanket contains excelsior wood fiber for the purpose of erosion control and revegetation
Contact Clark Public Utilities Construction Services department at (360) to initiate a request for service.
CHAPTER3 Clark Public Utilities Commercial Electric Service Handbook Commercial Underground Services Preparing for the installation The following checklist will assist in preparing a project for the installation
TION GUIDE ALLA T INS
INSTALLATION GUIDE TENSAR GEOGRIDS Easier installation makes the Sierra Slope Retention System a more affordable alternative to conventional retaining walls. The Sierra System owes its strength and durability
Straw Bale Barrier. - Along the face and at grade breaks of exposed and erodible slopes to shorten slope length and spread runoff as sheet flow
Straw Bale Barrier SE-9 Objectives EC Erosion Control SE Sediment Control TR Tracking Control WE Wind Erosion Control Non-Stormwater NS Management Control Waste Management and WM Materials Pollution Control
Curlex II EROSION CONTROL BLANKET SPECIFICATION
Curlex II EROSION CONTROL BLANKET SPECIFICATION PART I - GENERAL 1.01 Summary A. The erosion control blanket contains excelsior wood fiber for the purpose of erosion control and revegetation as described
North Umpqua Hydroelectric Project (FERC 1927) Erosion Control Plan Site Remediation/ Assessment Form
(FERC 1927) Erosion Control Plan Site Remediation/ Assessment Form Site # CW2-3 Priority Ranking Med Locator Information/GPS Lat: Long: Impact Rating 3 Start Project Development: Clearwater 2 Risk Rating
TYPE "A" CATCH BASIN
27" 1.67' TO BACK OF CURB LINE TOP OF GRATE ELEV. - SEE PLAN NEENAH CASTING R-3250-BV OR APPROVED EQUAL. "INFI SHIELD" SEAL OR APPROVED EQUAL RINGS (2 MIN., 1' MAX. OF RINGS AND MORTAR). PLASTER OUTSIDE,
Sediment Basin. Fe= (Depends on soil type)
3.9 Sediment Control Description: A sediment basin is an embankment with a controlled outlet that detains stormwater runoff, resulting in the settling of suspended sediment. The basin provides treatment
Installation and Maintenance of Erosion Control BMPs
Installation and Maintenance of Erosion Control BMPs Or Common BMPs Applications Specifications Installation Problems Maintenance Utility Design Professionals Clarifications, proactive problem solving
Welded Mesh Gabions and Mattresses River Protection Design Guide Anping County Zhuoda Hardware Mesh Co.,Ltd. Wire Mesh Industrial Zone, Anping
Welded Mesh Gabions and Mattresses River Protection Design Guide Anping County Zhuoda Hardware Mesh Co.,Ltd. Wire Mesh Industrial Zone, Anping County, Hebei, P. R. China. Tel : 0086-318-7752001 7531068
R-TANK SPECIFICATIONS
TECHNICAL STORMWATER MANAGEMENT R-TANK SPECIFICATIONS PART 1 GENERAL 1.01 Related Documents A. Drawings, technical specification and general provisions of the Contract as modified herein apply to this
Annex I Lyons Ferry Hatchery Modification Plan
Annex I Lyons Ferry Hatchery Modification Plan Table I1 Figure I1 Figure I2 Figure I3 Figure I4 Figure I5 Well Characteristics Lyons Ferry Hatchery Vicinity Map Lyons Ferry Hatchery Site Plan Water Supply
SITE DESIGN ENGINEER'S STATEMENT:
SITE DESIGN ENGINEER'S STATEMENT: THESE DETAILED PLANS AND SPECIFICATIONS WERE PREPARED UNDER MY DIRECTION AND SUPERVISION. SAID PLANS AND SPECIFICATIONS HAVE BEEN PREPARED ACCORDING TO THE CRITERIA ESTABLISHED
How To Build A Dry Stone Wall
How To Build A Dry Stone Wall Installation Guide Complete step by step How-to guide for building a dry-stack stone wall. Copyright 2012 Stone Plus, Inc. How To Build A Dry Stack Stone Wall Dry stone retaining
Holly Swartz and Jason Shirey
Chapter 105 General Permits for Stream and Wetland Impacts DEP Ch. 105 CONTACTS FOR BERKS COUNTY: Holly Swartz and Jason Shirey What DEP Regulates Under Chapter 105 Waters of the Commonwealth, which includes
FLOWTECH WASTEWATER TRENCH SYSTEMS Manufactured with 100% Recycled Artificial Aggregate
FLOWTECH WASTEWATER TRENCH SYSTEMS Manufactured with 100% Recycled Artificial Aggregate STATE OF NORTH CAROLINA INSTALLATION MANUAL May 8, 2012 Manufactured by ICC TECHNOLOGIES, LLC MARLBORO, N.J. 1-877-422-3569
Table of Contents for Guide Specifications
Table of Contents for Guide Specifications 01270A Measurement and Payment 01355A Environmental Protection 01356A Storm Water Pollution Prevention Measures 01421 Basic Storm Water Pollution Prevention Plan
BASED ON DFD MASTER SPECIFICATION DATED 2/24/2014
1 0 1 0 1 0 1 SECTION 1. TRENCHING BASED ON DFD MASTER SPECIFICATION DATED // P A R T 1 - G E N E R A L SCOPE The work under this section shall consist of providing all work, materials, labor, equipment,
AEC Premier Straw Double Net Quick Mow EROSION CONTROL BLANKET SPECIFICATION
AEC Premier Straw Double Net Quick Mow EROSION CONTROL BLANKET SPECIFICATION PART I - GENERAL 1.01 Summary A. The erosion control blanket contains agricultural straw fibers for the purpose of erosion control
STREAMBANK RESTORATION DESIGN
STREAMBANK RESTORATION DESIGN WITH VINYL SHEET PILE GRADE CONTROL STRUCTURES BRUCE M. PHILLIPS, M.S., P.E. ABSTRACT Grade control structures are an effective channel stabilization measure which can eliminate
Lyon Creek Cedar Way Stormwater Detention Dam Operation and Maintenance Manual
Lyon Creek Cedar Way Stormwater Detention Dam Operation and Maintenance Manual Prepared by: Mike Shaw Stormwater Program Manager City of Mountlake Terrace January 2010 Section I General Information This
Filter Tube Barriers (Instream)
Filter Tube Barriers (Instream) INSTREAM PRACTICES Flow Control No Channel Flow Dry Channels Erosion Control Low Channel Flows Shallow Water Sediment Control High Channel Flows Deep Water Symbol Photo
Section Soil Erosion Protection Tender No. [ ] Page 1
![Section Soil Erosion Protection Tender No. [ ] Page 1](/thumbs/76/73334137.jpg "Section Soil Erosion Protection Tender No. [ ] Page 1")
Tender No. [ ] Page 1 1.0 GENREAL 1.1 [REFERENCES].1 Provide soil erosion protection in accordance with the following standards (latest revision) except where specified otherwise..2 American Society for
Economics of Implementing Two-stage Channels
2011 A Partnership of USDA NIFA & Land Grant Colleges and Universities Economics of Implementing Two-stage Channels GREAT LAKES REGION Jon Witter, Jessica D Ambrosio, Joe Magner, Andy Ward and Bruce Wilson
Med (3) Locator Information/GPS GPS shows 16 ft accuracy Lat: Impact Rating
(FERC 1927) Erosion Control Plan Site Remediation/ Assessment Form Site # Med (3) LM2-25 Priority Ranking Locator Information/GPS GPS shows 16 ft accuracy Lat: Long: Impact Rating 5 Start Project Development:
Open Trench Construction Plan Review The open trench construction plan review involves the following general investigative elements:
TNC Fisher Slough Final Design and Permitting Subject: Inverted Siphon Construction Feasibility To: From: Jenny Baker (TNC) Dave Olson (DD3) Brian Olson (DD17) Bob Boudinot Skagit County David Cline (Tetra
SEGMENTAL BLOCK RETAINING WALLS. Comply with Division 1 - General Provisions and Covenants, as well as the following:
SEGMENTAL BLOCK RETAINING WALLS PART 1 - GENERAL 1.01 SECTION INCLUDES Segmental Block Retaining Walls 1.02 DESCRIPTION OF WORK Constructing segmental block retaining walls. 1.03 SUBMITTALS Comply with
Chapter A-15. CID-MO Structural Analysis
Kansas Citys, Missouri and Kansas Flood Risk Management Feasibility Study Engineering Appendix to the Final Feasibility Study Chapter A-15 CID-MO Structural Analysis Chapter A-15 CID-MO Structural Analysis
ITEM D-701 PIPE FOR STORM DRAINS AND CULVERTS
ITEM D-701 PIPE FOR STORM DRAINS AND CULVERTS 701-1 DESCRIPTION 701-1.1 This item shall consist of the construction of pipe culverts, and storm drains, removal of existing storm pipes, connections to existing
Case Study 7. Woodrock Guard Station Geoweb Ford
Appendix A Case Study Case Study. Woodrock Guard Station Geoweb Ford Location Central Wyoming. Bighorn National Forest. West Fork of the South Tongue River. 20 miles southwest of Sheridan, off Forest Highway
U.S. ARMY CORPS OF ENGINEERS. Little Rock District
U.S. ARMY CORPS OF ENGINEERS Little Rock District SEDIMENT AND EROSION CONTROL GUIDELINES FOR PIPELINE PROJECTS Table of Contents 1.0 INTRODUCTION... - 1-2.0 PROJECTS IN WATERS OF THE UNITED STATES...
CW 3615 RIPRAP TABLE OF CONTENTS
December 2014 SPECIFICATION CW 3615 R4 CW 3615 RIPRAP TABLE OF CONTENTS 1. GENERAL CONDITIONS... 1 3. DESCRIPTION... 1 5. MATERIALS... 1 5.1 General... 1 5.2 Rock... 1 5.3 Random Stone Riprap... 1 5.4
E. STORMWATER MANAGEMENT
E. STORMWATER MANAGEMENT 1. Existing Conditions The Project Site is located within the Lower Hudson Watershed. According to the New York State Department of Environmental Conservation (NYSDEC), Lower Hudson
C. Foundation stabilization for pipe and utility structures.
PART 1 - GENERAL 1.1 SECTION INCLUDES A. Excavating, backfilling, and compacting for utilities, including pipe, structures, and appurtenances. B. Control of water in trenches. C. Foundation stabilization
SECTION CONSTRUCTION SERVICES
SECTION 01100 CONSTRUCTION SERVICES PART 1 GENERAL 1.01 - Section Includes A. Mobilization. B. Construction Surveys. C. Record Documents. 1.02 Description Of Work A. Mobilization: includes the preparatory
Ponds. Pond A water impoundment made by excavating a pit, or constructing a dam or an embankment.
POND SITE SELECTION AND CONSTRUCTION Uses, Planning, & Design David Krietemeyer Area Engineer USDA-NRCS June 20, 2008 Uses Considerations for Location of Commonly Used Terms Pond A water impoundment made
SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 5/8/7)
Page 1 of 7 STONE STRONG SYSTEMS SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 5/8/7) PART 1: GENERAL 1.01 Description A. Work includes furnishing and installing precast modular
Chapter 15 BANK PROTECTION SOUTH DAKOTA DRAINAGE MANUAL
Chapter 15 BANK PROTECTION SOUTH DAKOTA DRAINAGE MANUAL October 2011 Table of Contents Section Page 15.1 INTRODUCTION...15-1 15.1.1 Purpose...15-1 15.1.2 Channel and Bank Stability...15-1 15.1.3 Symbols
Outline of Presentation. Inspecting Construction Site BMPs. Inspector. Back to Basics. Erosion Control. Erosion Control
Inspecting Construction Site BMPs Kristin Kerr EOA, Inc. Outline of Presentation Back to Basics Erosion and Sediment Control Good Site Non-Stormwater Run-on and Run-off Control Construction Inspection
DESIGN STANDARDS. Division 02 Existing Conditions- Site Work. General
DESIGN STANDARDS Division 02 Existing Conditions- Site Work General I. This Division includes: A. Demolition B. Clearing and Grubbing C. Excavation, Backfill and Compaction D. Pavement Base E. Paving and
The Next Generation of Storm Water Treatment Technology
The Next Generation of Storm Water Treatment Technology Tubes Fiber Filtration Tubes Tubes are the industry s most cost effective storm water treatment device designed to effectively trap, filter and treat
Temporary Watercourse Crossing: Culverts
Temporary Watercourse Crossing: Culverts DRAINAGE CONTROL TECHNIQUE Low Gradient Velocity Control Short Term Steep Gradient Channel Lining Medium-Long Term Outlet Control Soil Treatment Permanent Symbol
STANDARD SPECIFICATION FOR CRIBLOCK CONCRETE CRIBWALL
STANDARD SPECIFICATION FOR CRIBLOCK CONCRETE CRIBWALL 1. SCOPE 2. DESIGN 3. MATERIALS 4. CONSTRUCTION 5. METHOD OF MEASUREMENT AND PAYMENT SCOPE This Specification sets out requirements for the design,
PERMEABLE INTERLOCKING PAVERS
PERMEABLE INTERLOCKING PAVERS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Subgrade Preparation B. Placement of Storage Aggregate C. Placement of Filter Aggregate D. Placement of Bedding Course E. Placement
C. This project shall be designed to meet LEED Silver design criteria. Construction activity pollution prevention is a mandatory requirement.
SECTION 31 25 13 EROSION AND SEDIMENTATION CONTROL PART 1 GENERAL 1.1 SCOPE OF WORK A. This Section pertains to the provisions for the control of erosion in the construction area and in stockpile areas
Chapter A-8 GEOTECHNICAL ANALYSIS FAIRFAX-JERSEY CREEK (JERSEY CREEK SHEET PILE WALL)
Kansas Citys, Missouri and Kansas Flood Damage Reduction Feasibility Study (Section 216 Review of Completed Civil Works Projects) Engineering Appendix to the Interim Feasibility Report Chapter A-8 GEOTECHNICAL
SECTION SPECIFICATION FOR STONEBRIDGE RETAINING WALL SYSTEM
SECTION 32 32 23 SPECIFICATION FOR STONEBRIDGE RETAINING WALL SYSTEM PART 1: GENERAL 1.01 Scope Work includes furnishing all materials, labor, equipment, and supervision to install a Stonebridge segmental
Redi Rock Specification and Installation Manual
Redi Rock Specification and Installation Manual 1.0 General Scope This Specification covers the Design, Materials and Installation of Redi Rock modular block Retaining and Freestanding Wall systems as
CONCRETE SEGMENTAL RETAINING WALL SYSTEM
CONCRETE SEGMENTAL RETAINING WALL SYSTEM PART 1: GENERAL SPECIFICATIONS 1.01 Work Included A. Work shall consist of furnishing and constructing a Rockwood Classic 8, Classic 6 and Legend unit segmental
ATV CROSSINGS ATV TRAIL-STREAM CROSSINGS
ATV TRAIL-STREAM CROSSINGS The Issue Scope of Vehicle Use Estimated 11 million visits to National Forests involve off-highway vehicles (OHVs) All terrain vehicles (ATVs) and utility terrain vehicles (UTVs)
Application for resource consent Form B Damming and diversion of water
Application for resource consent Form B Damming and diversion of water Notes Resource use activities must meet all the conditions of any relevant Permitted Activity Rules in the Waikato Regional Plan or
APPENDIX D: COST ESTIMATES FOR STUDY REACHES
D-1 APPENDIX D: COST ESTIMATES FOR STUDY REACHES This appendix provides approximate quantity and cost information for the higher-priority improvement measures identified in the reach tables in Appendix
Gainesville Technical Center 5399 Wellington Branch Drive Gainesville VA Phone (703)
Gainesville Technical Center 5399 Wellington Branch Drive Gainesville VA 20155 Phone (703) 754-6750 Work Request # UNDERGROUND DISTRIBUTION FACILITIES AGREEMENT (FOR COMMERCIAL CUSTOMER) Developer/Builder/Owner
CHAPTER 15 - GABIONS, EROSION PROTECTION
CHAPTER 15 - GABIONS, EROSION PROTECTION GW Els 15.1 INTRODUCTION The focus of this chapter is the practical aspects of the more commonly used bank protection and erosion protection techniques. For design
SACHSE EROSION CONTROL GUIDELINES
SACHSE EROSION CONTROL GUIDELINES Section I. Definitions The following words, terms, and phrases, when used in this guideline, shall have the meanings ascribed to them in this Section, except where the
Fence and Wall Requirements
Fence and Wall Requirements Definitions Decorative wall - A wall constructed of stone or other material erected for the sole purpose of providing a decorative and/or landscaped feature, and not to include
BELGARD.COM. Tandem Wall Segmental Retaining Wall System BELGARD.COM 1
BELGARD.COM Tandem Wall Segmental Retaining Wall System BELGARD.COM 1 2 For more information visit Belgard.com Table of Contents Tandem Wall System...4 Features & Benefits...5 Installation Instructions...6
INSTRUCTIONS FOR SUBMITTING A COMMERCIAL SEWAGE DISPOSAL PERMIT APPLICATION
Permits will be processed only when ALL required information is provided Application MUST be accompanied by the following: Property address or road location with distance from nearest intersection. IT
D-1 THE CITY OF HARRISBURG 1 1/2" MIN. ID-2 WEARING COARSE EXISTING STREET SURFACE AC-20 SEALER (ALL AROUND) 1 1/2" MIN. ID-2 BINDER COARSE
EXISTING STREET SURFACE 1 1/2" MIN. ID-2 BINDER COARSE 1 1/2" MIN. ID-2 WEARING COARSE AC-20 SEALER (ALL AROUND) 8" CLASS A P.C. CONCRETE SAW CUT TOP OF CONCRETE SHALL MEET SURFACE OF EXISTING CONCRETE.
Town of Essex, Vermont January, 2017 Standard Specifications For Construction CHAPTER 3 EROSION AND SEDIMENT CONTROL
CHAPTER 3 EROSION AND SEDIMENT CONTROL CHAPTER 3 EROSION AND SEDIMENT CONTROL Section 300 General Summary All projects constructed within the Town of Essex shall be constructed in strict accordance with
APPENDIX A EARTHEN EMBANKMENT. VERSION 1.0 March 1, 2011
APPENDIX A EARTHEN EMBANKMENT VERSION 1.0 March 1, 2011 SECTION A-1: DESCRIPTION OF PRACTICE An earthen embankment is a raised impounding structure made from compacted soil. The embankment is the feature
At least 2 feet above the seasonal high water table Overflow path or structure provided
General Conditions Map of proposed subwatershed to each subbasin, including total area and CN Design Flow or Design Volume to each STF, as appropriate Operation and Maintenance instructions for each STF
RETAINING WALL LEVEL BACKFILL
City of Poway Development Services Department Building Division (858) 668-4645 (858) 668-4646 (Inspection Line) building@poway.org RETAINING WALL LEVEL BACKFILL Construction of retaining walls, except
City of North Miami Beach, Florida COMMUNITY DEVELOPMENT DEPARTMENT
City of North Miami Beach, Florida COMMUNITY DEVELOPMENT DEPARTMENT TO: Planning and Zoning Board FROM: Carlos M. Rivero, City Planner DATE: August 10, 2015 RE: Storage Facility P&Z ITEM # 15-010 OWNER
SECTION STORM WATER MANAGEMENT CONSTRUCTION STANDARD PART 1: GENERAL Scope of Standard
PART 1: GENERAL 1.01 Scope of Standard A. This standard provides general guidance concerning the specific preferences of The University of Texas at Austin for site storm water management. B. UT recognizes
WASHINGTON UNION ROAD RECONSTRUCTION XENIA TOWNSHIP GREENE COUNTY, OHIO
WASHINGTON UNION ROAD RECONSTRUCTION XENIA TOWNSHIP GREENE COUNTY, OHIO 42 380 68 coddington ave ledbetter road shawnee creek s patton street ledbetter road wesley ave 68 starr drive 42 twist run 85 35
TOWN OF GREENWICH, CONNECTICUT WILLIAM STREET BALL FIELD REMEDIATION WILLIAM STREET WEST, GREENWICH, CONNECTICUT
TOWN OF GREENWICH, CONNECTICUT WILLIAM ST BALL FIELD REMEDIATION WILLIAM ST WEST, GREENWICH, CONNECTICUT MARCH 2016 SHEET NO. C-1 C-2 C-3 C-4 C-5 C-6 C-7 TITLE CONDITIONS PLAN HISTORICAL SAMPLE LOCATION
SECTION UTILITY MANHOLES AND STRUCTURES
SECTION 33 05 14 UTILITY MANHOLES AND STRUCTURES PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Precast reinforced concrete manholes and structures with tongue-and-groove joints with masonry transition