Section Soil Erosion Protection Tender No. [ ] Page 1

Similar documents
SECTION 806 WATER COURSE AND SLOPE EROSION PROTECTION

Section Hydroseeding Tender No. [ ] Page 1

The Manitoba Water Services Board SECTION Standard Construction Specifications CONSTRUCTION OF WATERWAYS September 2013 Page 1 of 9

EC-7 GEOTEXTILES AND MATS. Objectives. Potential Alternatives

SECTION EROSION CONTROL MATTINGS AND COMPONENTS

ROLLED EROSION CONTROL PRODUCTS (RECP)

Flexamat Erosion Control Mat

SECTION MECHANICALLY STABILIZED EARTHEN SLOPES. Display hidden notes to specifier by using Tools / Options / View / Hidden Text.

Flexamat Tied Concrete Block Mats

SECTION EROSION AND SEDIMENTATION CONTROLS

SECTION EROSION CONTROLS

PRODUCT SPECIFICATION CSI FORMAT Slope and Channel Grid Systems April 2009

EC-04 ROLLED EROSION CONTROL PRODUCTS (RECP)

GEOSYTHETIC SLOPE SPEC-V0704rev.doc STANDARD SPECIAL PROVISION FOR GEOSYNTHETIC REINFORCED SLOPE CONSTRUCTION

STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 836 SEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT January 18, 2013

CITY OF URBANA CLASS 2 EROSION CONTROL PERMIT STANDARD DETAILS

Recyclex TRM TURF REINFORCEMENT MAT SPECIFICATION

CONSTRUCTION SPECIFICATION FOR SODDING INDEX. DEFINITIONS - Not Used...3 SUBMISSION AND DESIGN REQUIREMENTS - Not Used...3. EQUIPMENT - Not Used...

CONSTRUCTION SPECIFICATION FOR TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES

TriNet Coconut EROSION CONTROL BLANKET SPECIFICATION

TriNet Coconut EROSION CONTROL BLANKET SPECIFICATION

CONSTRUCTION SPECIFICATION FOR TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES

SECTION MECHANICALLY STABILIZED EARTH 1.01 SUMMARY

E. Section Polymer Modified Cement Waterproofing. K. Section Sub drainage: Foundation perimeter drainage.

Curlex Enforcer EROSION CONTROL BLANKET SPECIFICATION

CONSTRUCTION SPECIFICATION FOR TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES

PRODUCT SPECIFICATION CSI FORMAT Earth Retention System April 2009

AEC Premier Straw Double Net Quick Mow EROSION CONTROL BLANKET SPECIFICATION

SPECIFICATIONS FOR DRAINTUBE DRAINAGE GEOCOMPOSITES

SECTION SPECIFICATION FOR MECHANICALLY STABILIZED EARTH TWO STAGE WALL SYSTEM

Curlex High Velocity EROSION CONTROL BLANKET SPECIFICATION

TS 5.00 September 2007

DIVISION II SEEDING SECTION 02933

Figure Inlet protection (Source: Minnesota DOT)

SECTION EROSION CONTROL DEVICES

Section (1997 Section 02795) PERMEABLE, FLEXIBLE and PLANTABLE CONCRETE EROSION CONTROL SYSTEM

SECTION B. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities.

STANDARD SPECIFICATIONS FOR CONSTRUCTING UTILITY FACILITIES DIVISION III - CONSTRUCTION SPECIFICATIONS SECTION 11

Geosynthetic Materials for Separation and Stabilization

STANDARD SPECIFICATIONS FOR CONSTRUCTING UTILITY FACILITIES DIVISION III - CONSTRUCTION SPECIFICATIONS

Section Specification for Geogrid Base Reinforcement of Flexible Pavement Structures

BENTOMAT CL GEOSYNTHETIC CLAY LINER SPECIFICATION GUIDELINES

IN T R A / M IN T R A M

MATERIAL SPECIFICATION Manufactured Ditch Checks

Common Construction-Site BMPs Quick Reference Guide

Curlex II EROSION CONTROL BLANKET SPECIFICATION

HUITEX GEOCELL INSTALLATION MANUAL

Reinforced Soil Slopes (RSS)

Specifications for the Selection and Application of Erosion Control Blanket on Slopes or Channels

SECTION EROSION CONTROL PART 1 GENERAL. A. Work covered by this Section includes the control of erosion, siltation and sedimentation.

This silt fence system is composed of geotextile filter fabric and steel posts.

METROPOLITAN UTILITIES DISTRICT No Page: 1 of 10

Section 208. SOIL EROSION AND SEDIMENTATION CONTROL

INTERLOCK BETWEEN PARTICLES AT EACH PERFORATION

ITEM 750 ROCK FILTER DAMS

Turf Reinforcement Mats

2018 Intertape Polymer Group GEOSYNTHETIC RAIN COVER INSTALLATION GUIDE

E. Section Polymer Modified Cement Waterproofing. K. Section Sub drainage: Foundation perimeter drainage.

Section Gabions Tender No. [ ] Page The following detail drawings are appended hereto and form part of this section.

Fabric Drop Inlet Protection

This silt fence system is composed of geotextile filter fabric and steel posts.

SECTION SUBDRAINAGE

Section 216. Seeding, Fertilizer, Sodding

Best Management Practice (BMP) Guidance Manual

Test Charges (Rs.) per Sample GEOTEXTILES

CITY OF FARGO SPECIFICATIONS GEOTEXTILES AND GEOGRIDS

PRODUCT SPECIFICATIONS

2-16 EROSION, SEDIMENT & STORM WATER CONTROL REGULATIONS APPENDIX B1

EROSION CONTROL GENERAL NOTES EC JAN 2017 C.B.

ACTIVITY: Silt Fence ES 14

BMP 6.4.4: Infiltration Trench

Application of Geotextiles in Pavement Drainage Systems

BENTOMAT SS100 GEOSYNTHETIC CLAY LINER SPECIFICATION GUIDELINES

Post Construction Erosion Controls

SECTION SPECIFICATION FOR STONEBRIDGE RETAINING WALL SYSTEM

6.5 oz/yd g/m 2. 35/35 lb f min. 155/155 N min. 1.5% max. each direction Adhesion - Heat Sealed Seam ASTM D751, Dielectric Weld

P R E M I E R M A N U F A C T U R E R O F E R O S I O N C O N T R O L P R O D U C T S

STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 863 REINFORCED SOIL SLOPES. October 19, 2012

QUALITY CONTROL PROGRAM OUTLINE

Base Course Design and Construction

Drop-In Specification Standard Flexamat Erosion Control System (English Units)

A. This Section includes subdrainage systems for foundations and underslab areas. A. Product Data: For each type of drainage panel indicated.


SECTION 903 EROSION CONTROL

BMP-5. A temporary sediment barrier consisting of a synthetic filter fabric stretched across and attached to supporting posts and entrenched.

Catch Drains Part 4: Geotextile-lined

STANDARDIZATION IN GEOTECH SECTOR V.K.PATIL

GABIONS AND REVET MATTRESSES

UNIFIED FACILITIES GUIDE SPECIFICATIONS

Erosion Control Solutions

SC-07 STORM DRAIN INLET PROTECTION

SECTION MECHANICALLY STABILIZED EARTH RETAINING WALLS

PART 1 GENERAL REQUIREMENTS

GRI Standard GS-15* Test Methods, Test Properties and Testing Frequency for Geocells Made From High Density Polyethylene (HDPE) Strips

SPECIAL SPECIFICATION 3153 Geosynthetic Clay Liner

CONSTRUCTION SPECIFICATION FOR WICK DRAIN INSTALLATION


BLOCKING AND FILLING SURFACE DRAINAGE DITCHES

SECTION 8130 XR-3-PW FABRIC BAFFLE WALL SPECIFICATION

CONSTRUCTION SPECIFICATION FOR WICK DRAIN INSTALLATION

Transcription:

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 Testing and Materials (ASTM).1 ASTM D4355 Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture and Heat in a Xenon Arc Type Apparatus..2 ASTM D4533 Standard Test Method for Trapezoid Tearing Strength of Geotextiles..3 ASTM D4595 Standard Test Method for Tensile Properties of Geotextiles by the Wide-Width Strip Method..4 ASTM D4632 Standard Test Method for Grab Breaking Load and Elongation of Geotextiles..5 ASTM D4751 Standard Test Method for Determining Apparent Opening Size of a Geotextile..6 ASTM D4833 Standard Test Method for Index Puncture Resistance of Geomembranes and Related Products. 1.2 SUBMITTALS.1 Provide the following submittals..2 Product data at least 30 days prior to delivering the materials to the Site..3 Manufacturer s written instructions for handling, storing and installing materials prior to performing the work. 1.3 DELIVERY, STORAGE, AND HANDLING.1 Inspect each shipment of material and timely replace any damaged materials..2 Handle and store products in accordance with the manufacturer s written instructions and protect them from damage, contamination, or deterioration. Store all packaged or bundled products in their original packaging. Do not remove products from the packaging or bundling until required.

Tender No. [ ] Page 2 2.0 PRODUCTS 2.1 MATERIALS.1 Provide materials in accordance with the following..2 Silt Fences:.1 Silt fence consisting of a woven polypropylene fabric having the following physical properties: Property Requirement Test Method Mass Per Unit Area [ ] g/m 2 Grab Tensile (MD/CD) [ ] N [ASTM D4632] Grab Elongation (MD/CD) [ ] % [ASTM D4632] Trapezoidal Tear Strength [ ] N [ASTM D4533] Puncture Strength [ ] N [ASTM D4833] Apparent Opening Size [ ] microns [ASTM D4751] Ultraviolet Resistance (min.) [ASTM D4355] OR.2 Fence fabric consisting of a woven polypropylene fabric. Products and manufacturers include [ ]..3 [50 mm by 50 mm] wooden stakes..4 [ wire mesh] backing to support the fence fabric..3 Straw Crimping Material: Flexible oat straw free of weeds, and growth and germination inhibiting ingredients, in a form suitable for crimping..4 Hydro-Mulch and Tackfier:.1 Hydro-Mulch: Wood or wood cellulose fibre mulch, 100% biodegradable, compatible with the environment, free of growth and germination inhibiting factors, free of weeds, and free of other deleterious matter..2 Tackifier: A polymer or resin tackifier, for use with the mulch, capable of joining the mulch particles together and securing the mulch to the ground..3 Provide hydro-mulch and tackifier that does not form an impervious seal which prevents moisture from reaching the underlying soil..4 Water: Free of impurities that would inhibit or adversely affect germination and growth.

Tender No. [ ] Page 3.5 Application rate:.1 Apply the hydro-mulch at the rate [of 1150 kg/hectare] [recommended by the manufacturer],.2 Apply the tackifier at the rate recommended by the manufacturer..5 Natural Fibre Blankets:.1 Blanket consisting of 100% agricultural straw layered with [2 photodegradable polypropylene nets, and having a minimum mass of [ ] g/m 2.] Products and manufacturers include [ ]..2 Blanket consisting of 30% agricultural straw and 70% coconut fibre layered with [a photodegradable polypropylene top net and a UV stabilized bottom net, and having a minimum mass of [ ] g/m 2.] Products and manufacturers include [ ]..3 Blanket consisting of 100% coconut fibre layered with [2 UV stabilized polypropylene nets, and having a minimum mass of [ ] g/m 2.] Products and manufacturers include [ ]..6 Synthetic Fibre Blankets:.1 Blanket consisting of 100% agricultural straw layered with 2 photodegradable polypropylene nets, and having a minimum mass of [ ] g/m 2. Products and manufacturers include [ ]..7 Natural Fibre Mats:.1 Mats consisting of biodegradable woven jute with an open area of [ ]% and a minimum mass of [ ] g/m 2. Products and manufacturers include [ ]..8 Synthetic Fibre Mats:.1 Turf reinforcement mat consisting of a 3 dimensional structure formed by mechanically securing 2 high strength and high modulus bi-axially oriented grid above and below a corrugated centre grid, and manufactured from UV stabilized polypropylene or polyolefin fibres..2 Turf reinforcement mat to have the following physical properties: Property Requirement Test Method Mass Per Unit Area [ ] g/m 2 Tensile Strength [ ] kn/m [ASTM D 4595] Tensile Elongation 10% min., [ ]% max. [ASTM D 4595] UV Resistance @ 1000 hours 80% [ASTM D 4355] Ground Cover Factor [ ]% [Light Projection Analysis]

Tender No. [ ] Page 4 OR.3 Products and manufacturers include [ ]..9 Cellular Confinement System:.1 [Perforated] [Non-perforated] honeycombed high density polyethylene cell confinement system fabricated from minimum [1.25] mm thick UV stabilized polyethylene sheet. Minimum density of polyethylene to be [0.96] g/cm 3. Cell size [ mm by mm by mm deep] when expanded. Products and manufacturers include [ ]..10 Anchors:.1 Staples or other anchors as recommended by the [blankets] [mats] manufacturer..2 Mild steel J-pin anchors or rebar fitted with Atra clips for the honeycombed polyethylene cell confinement system..11 [ ]. 3.0 EXECUTION 3.1 INSTALLATION - GENERAL.1 Install soil erosion protection at the locations and areas, and to the lines, grades, slopes, and elevations specified in the Contract Documents..2 Install soil erosion protection materials in accordance with the manufacturer s written instructions..3 Prepare receiving surfaces in accordance [with the Contract Documents] [with the manufacturer's written instructions] and have them inspected by the Minister prior to installing soil erosion protection materials. Rectify defects..4 Do not allow any construction equipment or vehicles to travel on the soil erosion protection materials. Replace any materials that are damaged or displaced. 3.2 SILT FENCE.1 Anchor the bottom of the fabric by excavating a 150 mm deep trench, placing the fabric, and backfilling as specified in the Contract Documents..2 Drive stakes into the ground as specified in the Contract Documents..3 Install [wire mesh backing and] the fabric..4 Inspect, maintain, remove and dispose silt fencing as specified in Section 01392 Environmental Management. 3.3 CRIMPING.1 Carry out straw crimping after Topsoil placement and seeding are completed.

Tender No. [ ] Page 5.2 Use equipment fitted with notched coulter blades or other straw crimping equipment as authorized by the Minister..3 Spread oat straw at [2.0] tonnes/hectare on areas to be crimped..4 Push straw 50 mm into the ground to form rows [200] mm apart. Crimp evenly so that the straw is folded, not broken, and the ends are nearly vertical. 3.4 HYDRO-MULCH AND TACKIER.1 Measure the quantities of materials by weight..2 Use hydraulic application equipment including slurry tank, agitation system, pumps, hoses, and nozzles..3 Apply the materials during calm weather..4 Add materials into the hydraulic applicator under agitation to produce a thoroughly mixed slurry..5 Apply the slurry uniformly, and at the optimum angle for adherence to surfaces. 3.5 FIBRE BLANKETS.1 Install blankets after Topsoil placement and seeding are completed..2 Anchor the blanket at the top of the slope by excavating a trench, installing the blanket, and backfilling as specified in the Contract Documents. Unroll the blankets in a [downslope] [downstream] direction..3 Place blankets loosely and in full contact with the ground..4 Overlap the side edges of adjacent blankets so that they are shingled away from the [prevailing wind] [water flow] direction. Provide a minimum overlap of [150] mm..5 Overlap the bottom edge of the [upslope] [upstream] blanket on top of the top edge of the [lower] [downstream] blanket. Provide a minimum overlap of [300] mm..6 Staple or anchor edges in accordance with the manufacturer s written instructions. 3.6 FIBRE MATS.1 Install mats after Topsoil placement and seeding are completed..2 After installation, fill the mat structure with 15 to 20 mm of Topsoil..3 Anchor the mat at the top of the slope by excavating a trench, installing the mat, and backfilling as specified in the Contract Documents. Unroll the mats in a [downslope] [downstream] direction..4 Place the mat loosely and in full contact with the ground..5 Overlap the side edges of adjacent mats so that they are shingled away from the [prevailing wind] [water flow] direction. Provide a minimum overlap of [150] mm.

Tender No. [ ] Page 6.6 Overlap the bottom edge of the [upslope] [upstream] mat on top of the top edge of the [lower] [downstream] mat. Provide a minimum overlap of [300] mm..7 Staple or anchor edges in accordance with the manufacturer s written instructions. 3.7 POLYETHYLENE CELL.1 Place the polyethylene cell on the subgrade and expand it in the downslope direction. Use anchors to correctly position, align, and uniformly expand the polyethylene cell to the required dimensions..2 Join adjacent cell panels using galvanized staples is accordance with the manufacturer s written instructions..3 Avoid displacement of the expanded cells by placing Topsoil starting from the top and working in a downslope direction..4 Limit the vertical drop of the Topsoil to a maximum of 500 mm..5 Overfill the cell slightly with Topsoil and lightly tamp or roll the Topsoil to leave it flush with the top edge of the cells. 3.8 [ ] END OF SECTION