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9-14 Erosion Control and Roadside Planting9-14 Erosion Control and Roadside Planting
9-14.1 Materials Submittals and Acceptance
Standard Specification Section MaterialFor each material used the Contractor shall submit a materials certificate of compliance in accordance with Section 1-06.2 along with the following information to the Engineer
9-14.2(1) Topsoil Type A Compliance with the applicable section.
9-14.2(2) Topsoil Type B
9-14.2(3) Topsoil Type C
9-14.3 Seed
9-14.4 Fertilizer
9-14.5 Mulch and
Amendments
9-14.5(1) Straw
9-14.5(2) Hydraulically
Applied Erosion Control ProductsTest results, dated within 3 years prior to the date of application, from an independent, accredited laboratory, as approved by the Engineer, that show the product meets requirements of this section.
9-14.5(2)A Long-Term Mulch in SectionTest results reported on WSDOT Form 220-042 documenting that the mulch meets the requirements in Section 9-14.5(2) Table 1 and Section 9-14.5(2)A, Table 2
of this section.
9-14.5(2)B Moderate-Term MulchTest results reported on WSDOT Form 220-043 documenting that the mulch meets the requirements in Section 9-14.5(2) Table 1 and the applicable requirements
of these sections.9-14.5(2)C Short-Term Mulch
9-14.5(3) Bark and Wood Chip MulchCompliance with the applicable section.
9-14.5(4) Wood Strand MulchA satisfactory test report, performed in accordance with WSDOT T 125 and compliance with this section.
9-14.5(6) Agriculture
Grade GypsumCompliance with the applicable section.
9-14.5(7) Tackifier Test results that show the tackifier meets requirements
of Section 9-14.5(2) Table 1 and compliance with this section. M 41-10 Page 9-87 Erosion Control and Roadside Planting 9-14Standard Specification Section MaterialFor each material used the Contractor shall submit a materials certificate of compliance in accordance with Section 1-06.2 along with the following information to the Engineer
9-14.5(8) Compost Cert & following information is required to be submitted
14 days prior to application.
9-14.5(9) Horticultural
Grade PerliteTest results reported on WSDOT Form 220-037 documenting that the horticultural grade perlite meets the requirements of this section.
9-14.6(2) Biodegradable Erosion Control BlanketIndependent laboratory test results reported on WSDOT
Form 220-039 documenting that the biodegradable erosion control blanket meets the requirements of Section 9-14.6(2)A, 9-14.6(2)B or 9-14.6(2)C.
9-14.6(5) Wattles Compliance with the applicable section.
9-14.6(6) Compost Socks
9-14.7 Plant Materials If cuttings are taken from private property the contractor shall submit a copy of the written permission to the Engineer prior to cuttings being collected.
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9-14 Erosion Control and Roadside Planting9-14.2 Topsoil
Topsoil shall not contain recycled materials, foreign materials, or Noxious and Nuisance weeds of any Class designated by authorized State or County officials. Aggregate shall not comprise more than 10 percent by volume of Topsoil and shall not be greater than two inches in diameter.
9-14.2(1) Topsoil Type A
Topsoil Type A shall be as specified in the Special Provisions.
9-14.2(2) Topsoil Type B
Topsoil Type B shall be native topsoil taken from within the project limits either from the area where roadway excavation is to be performed or from strippings from borrow, pit, or quarry sites, or from other designated sources. In the production of Topsoil Type B, all vegetative matter, less than 4 feet in height, shall become a part of the topsoil.
9-14.2(3) Topsoil Type C
Topsoil Type C shall be native topsoil meeting the requirements of Topsoil Type B but obtained from a source provided by the Contractor outside of the Contracting Agency owned right of way.
9-14.3 Seed
Seed of the type specified shall be certified in accordance with WAC 16-302 . Seed mixes shall be commercially prepared and supplied in sealed containers. The labels shall show:
9-14.4 Fertilizer
Fertilizer shall be a standard commercial grade of organic or inorganic fertilizer of the kind and quality specified. It may be separate or in a mixture containing the percentage of total nitrogen, available phosphoric acid, and water-soluble potash or sulfur in the amounts specified. All fertilizers shall be furnished in standard unopened containers with weight, name of plant nutrients, and manufacturer’s guaranteed statement of analysis clearly marked, all in accordance with State and Federal laws. Fertilizer shall be supplied in one of the following forms:
9-14.5(1) Straw
Straw shall be in an air-dried condition, free of noxious weeds, seeds, and other materials detrimental to plant life. Hay is not acceptable. All straw material shall be Certified Weed-Free Straw using North American Weed Management Association (NAWMA) standards or the Washington Wilderness Hay and Mulch (WWHAM) program run by the Washington State Noxious Weed Control Board. Information can be found at www.nwcb.wa.gov . In lieu of Certified Weed-Free Straw, the Contractor shall submit documentation that the material is steam or heat treated to kill seeds, or shall submit U.S., Washington State, or other states’ Department of Agriculture laboratory test reports, dated within 90 days prior to the date of application, showing that there are no viable seeds in the straw.
9-14.5(2) Hydraulically Applied Erosion Control Products (HECPs)
All HECPs shall be made of natural plant fibers unaltered by synthetic materials, and in a dry condition, free of noxious weeds, seeds, chemical printing ink, germination inhibitors, herbicide residue, chlorine bleach, rock, metal, plastic, and other materials detrimental to plant life. The HECP shall be suitable for spreading with a hydroseeder. All HECPs shall be furnished premixed by the manufacturer with Organic or Synthetic Tackifier as specified in Section 9-14.5(7) . The product shall be hydrated in accordance with the manufacturer’s recommendations. The Contractor shall submit test results, dated within 3 years prior to the date of application, from an independent, accredited laboratory, as approved by the Engineer, showing that the product meets the following requirements: Page 9-90 M 41-10
9-14 Erosion Control and Roadside PlantingTable 1 HECP Requirements
These test requirements apply to the fully mixed product, including tackifiers, dyes, or other additives that may be included in the HECP final product in its sprayable form. Properties Test Method Requirements Acute ToxicityEPA-821-R-02-012 Methods for Measuring Acute Toxicity of Effluents. Test leachate from recommended application rate receiving 2 inches of rainfall per hour using static test for No- Observed-Adverse-Effect-Concentration (NOEC).Four replicates are required with no statistically significant reduction in survival in 100 percent leachate for a Daphnid at 48 hours and Oncorhynchus mykiss (rainbow trout) at 96 hours. Solvents EPA 8260 (SW846) Benzene – < 0.03 mg/kg Methylene chloride – < 0.02 mg/kg Naphthalene – < 5 mg/kg Tetrachloroethylene – < 0.05 mg/kg Toluene – < 7 mg/kg Trichloroethylene – < 0.03 mg/kg Xylenes – < 9 mg/kg Heavy MetalsEPA 6010 or 6020 (SW856) Antimony – < 4 mg/kg Arsenic – < 6 mg/kg Barium – < 80 mg/kg Boron – < 160 mg/kg Cadmium – < 2 mg/kg Total Chromium – < 4 mg/kg Copper – < 10 mg/kg Lead – < 5 mg/kg Nickel – < 2 mg/kg Selenium – < 10 mg/kg Strontium – < 40 mg/kg Zinc – < 30 mg/kg Heavy MetalsEPA 6010 or 6020 (SW856) or EPA 7470 or 7471 (SW856) Mercury – < 2 mg/kg M 41-10 Page 9-91 Erosion Control and Roadside Planting 9-14If the HECP contains cotton or straw, the Contractor shall submit documentation that the material has been steam or heat treated to kill seeds, or shall submit U.S., Washington State, or other states’ Department of Agriculture laboratory test reports, dated within 90 days prior to the date of application, showing that there are no viable seeds in the mulch. The HECP shall be manufactured in such a manner that, when agitated in slurry tanks with water, the fibers will become uniformly suspended, without clumping, to form a homogeneous slurry. When hydraulically applied, the material shall form a strong moisture-holding mat that allows the continuous absorption and infiltration of water. If the HECP contains a dye to facilitate placement and inspection of the material, it shall be nontoxic to plants, animals, and aquatic life and shall not stain concrete or painted surfaces. The HECP shall not be harmful to plants, animals, and aquatic life.
9-14.5(2)A Long-Term Mulch
Long-Term Mulch shall adhere to the soil, create a blanket-like mass and bond with the soil surface to create a continuous, porous, absorbent, and flexible erosion-resistant blanket that allows for seed germination and plant growth. Long-Term Mulch shall meet the requirements in Table 2 , Long-Term Mulch Test Requirements. Products containing cellulose fiber produced from paper or paper components will not be approved or accepted. With the exception of seed and water, field mixing of additives or components is not acceptable. Table 2 Long-Term Mulch Test Requirements The Contractor shall supply independent test results from the National Transportation Product Evaluation Program (NTPEP) on 5-year intervals generated on or after November 1, 2015 showing that the product meets the Cover-Factor (C Factor) in accordance with ASTM D6459. Properties Test Method Requirements Performance in Protecting Slopes from Rainfall-Induced ErosionASTM D6459. Test in one soil type. Soil tested shall be sandy loam as defined by the NRCS Soil Texture Triangle.C Factor = 0.01 maximum using Revised Universal Soil Loss Equation (RUSLE) The Contractor shall submit test results from an independent, accredited laboratory, on 5-year intervals generated on or after July 15 of 2017 showing that the product meets the following requirements. Properties Test Method Requirements Water Holding CapacityASTM D7367 800 percent minimum Organic Matter ContentAASHTO T 267 90 percent minimum Seed Germination EnhancementASTM D7322 Long Term 420 percent minimum
9-14.5(2)B Moderate-Term Mulch
Within 48 hours of application, the Moderate-Term Mulch shall bond with the soil surface to create a continuous, absorbent, flexible, erosion-resistant blanket. Moderate-Term Mulch shall effectively perform the intended erosion control function in accordance with Section 8-01.3(1) for a minimum of 3 months, or until temporary vegetation has been established, whichever comes first. Page 9-92 M 41-10
9-14 Erosion Control and Roadside Planting9-14.5(2)C Short-Term Mulch
Short-Term Mulch shall effectively perform the intended erosion control function in accordance with Section 8-01.3(1) for a minimum of 2 months, or until temporary vegetation has been established, whichever comes first. Short-Term Mulch shall not be used in conjunction with permanent seeding.
9-14.5(3) Bark or Wood Chip Mulch
Bark or wood chip mulch shall be derived from fir, pine, or hemlock species. It shall not contain resin, tannin, or other compounds in quantities that would be detrimental to plant life. Sawdust shall not be used as mulch. Mulch produced from finished wood products or construction debris will not be allowed. Bark or wood chips when tested shall be in accordance with WSDOT T 123 and shall meet the following loose volume gradation: Sieve SizePercent Passing Minimum Maximum 2″ 95 100 No. 4 0 30
9-14.5(4) Wood Strand Mulch
Wood strand mulch shall be a blend of angular, loose, long, thin wood pieces that are frayed, with a high length-to-width ratio, and it shall be derived from native conifer or deciduous trees. A minimum of 95 percent of the wood strand shall have lengths between 2 and 10 inches. At least 50 percent of the length of each strand shall have a width and thickness between 1/16 and ½ inch. No single strand shall have a width or thickness greater than ½ inch. The mulch shall not contain salt, preservatives, glue, resin, tannin, or other compounds in quantities that would be detrimental to plant life. Sawdust or wood chips or shavings will not be acceptable. This product shall not be harmful to plants, animals, and aquatic life.
9-14.5(5) Agricultural Grade Dolomite Lime
Agricultural grade dolomite lime shall be in a pelletized or granular form, meeting the grading requirements of ASTM C602 for Class E.
9-14.5(6) Agricultural Grade Gypsum
Agricultural grade gypsum shall consist of Calcium Sulfate (CaSO4·2H2O) in a pelletized or granular form and shall meet the following grading requirements; Sieve Size Percent Passing ¼” 99 – 100 No. 20 20 max All percentages are by weight. M 41-10 Page 9-93 Erosion Control and Roadside Planting 9-149-14.5(7) Tackifier Tackifiers are used as a tie-down for soil, compost, seed, and/or mulch. Tackifiers shall contain no growth or germination-inhibiting materials and shall not reduce infiltration rates. Tackifiers shall hydrate in water and readily blend with other slurry materials. Tackifiers shall include a mulch tracer added to visible aid uniform application, and shall not be harmful to plants, animals, or aquatic life.
9-14.5(7)A Organic Tackifier
Organic tackifiers shall be derived from natural plant sources and shall not be harmful to plants, animals, and aquatic life.
9-14.5(7)B Synthetic Tackifier
Synthetic tackifiers shall not be harmful to plants, animals, and aquatic life.
9-14.5(8) Compost
Compost products shall be the result of the biological degradation and transformation of organic materials under controlled conditions designed to promote aerobic decomposition. Compost shall be stable with regard to oxygen consumption and carbon dioxide generation. Compost shall be mature with regard to its suitability for serving as a soil amendment or an erosion control BMP as defined below. The compost shall have a moisture content that has no visible free water or dust produced when handling the material. Compost production and quality shall comply with WAC 173-350 . Compost products shall meet the following physical criteria:
9-14 Erosion Control and Roadside PlantingCoarse compost shall meet the following gradation:
Sieve SizePercent Passing Minimum Maximum 2″ 100 1″ 90 100 ¾″ 70 100 ¼″ 40 60 Note: Maximum particle length of 6 inches. Coarse compost shall have a carbon to nitrogen ratio (C:N) between 25:1 and 35:1. The carbon to nitrogen ratio shall be calculated using the dry weight of “Organic Carbon” using TMECC 04.01A divided by the dry weight of “Total N” using TMECC 04.02D.
9-14.5(9) Horticultural Grade Perlite
Horticultural grade perlite shall be in a pelletized or granular form. Horticultural grade perlite shall meet the following requirements for quality and grading: Quality Requirements Property Test Method1Requirement pH (of water slurry) PI 202 6.5 – 8.0 Bulk Density, lb/ft3PI 200 2 – 10 1PI, abbreviation for the Perlite Institute M 41-10 Page 9-95 Erosion Control and Roadside Planting 9-14Gradation Requirements Sieve Size Percent Passing No. 4 99 – 100 No. 18 30 max No. 30 10 max All percentages are by weight.
9-14.6 Erosion Control Devices
9-14.6(1) Polyacrylamide (PAM)
PAM is used as a tie-down for soil, compost, or seed, and is also used as a flocculent. PAM products shall meet ANSI/NSF Standard 60 for drinking water treatment with an AMD content not to exceed 0.05 percent. PAM shall be anionic and shall be linear, and not cross-linked. The minimum average molecular weight shall be greater than 5-mg/ mole. The charge density shall be no less than 15 percent and no greater than 30 percent. The product shall contain at least 80 percent active ingredients and have a moisture content not exceeding 10 percent by weight. PAM shall be delivered in a dry granular or powder form.
9-14.6(2) Biodegradable Erosion Control Blanket
Biodegradable erosion control blankets, including netting if present, shall be made of natural plant fibers unaltered by synthetic materials. All blanket material shall be kept in place until permanent vegetation has been established, or for a minimum of 6 months, whichever comes first.
9-14.6(2)A Biodegradable Erosion Control Blanket for Slopes Steeper than 3:1 (H:V)
Table 6 Properties ASTM Test MethodRequirements for Slopes Steeper than 3:1 Protecting Slopes from Rainfall-Induced ErosionASTM D6459 Soil tested shall be sandy loam as defined by the NRCS** Soil Texture TriangleC factor = 0.04 maximum for cumulative R-Factor<231 Mass Per Unit Area ASTM D6475 7.6 oz./sq. yd. minimum Light Penetration ASTM D6567 44% maximum Tensile Strength MD × XD*ASTM D6818 10.0 × 6.0 pounds/inch minimum Tensile Elongation MD × XD*ASTM D6818 38% × 33% maximum *MD is Machine Design and XD is Cross Direction **Natural Resource Conservation Services Page 9-96 M 41-10
9-14 Erosion Control and Roadside Planting9-14.6(2)B Biodegradable Erosion Control Blanket for Slopes Flatter than 3:1 (H:V)
Table 7 Properties ASTM Test MethodSlope Flatter than 3:1 Requirements Protecting Slopes from Rainfall-Induced ErosionASTM D6459 Soil tested shall be sandy loam as defined by the NRCS** Soil Texture TriangleC factor = 0.15 maximum for cumulative R-Factor<231 Mass Per Unit Area ASTM D6475 7.6 oz./sq. yd. minimum Light Penetration ASTM D6567 40% maximum Tensile Strength MD × XD*ASTM D6818 6.5 × 2.3 pounds/inch minimum Tensile Elongation MD × XD*ASTM D6818 38% × 33% maximum *MD is Machine Design and XD is Cross Direction **Natural Resource Conservation Services
9-14.6(2)C Biodegradable Erosion Control Blanket for Ditches
Table 8 Properties Test Method Requirements Performance in Protecting Earthen Channels from Stormwater-Induced Erosion ASTM D6460 Soil tested shall be sandy loam as defined by the NRCS** Soil Texture TriangleLimiting Shear (TLimit) = 2.0 psf minimum. Limiting Velocity (VLimit) = 7.5 ft/sec flow minimum. Mass per Unit Area ASTM D6475 7.4 oz./ sq. yd. minimum Light Penetration ASTM D6567 65% maximum Tensile Strength MD × XD*ASTM D6818 9.6 × 3.2 lbs/inch minimum Tensile Elongation MD × XD*ASTM D6818 38% × 33% maximum *MD is Machine Design and XD is Cross Direction **Natural Resource Conservation Services
9-14.6(3) Plastic Covering
Plastic covering shall meet the requirements of ASTM D4397 for polyethylene sheeting.
9-14.6(4) Check Dams
All materials used for check dams shall be non-toxic and not pose a threat to wildlife when installed. M 41-10 Page 9-97 Erosion Control and Roadside Planting 9-149-14.6(4)A Biodegradable Check Dams Biodegradable check dams shall meet the following requirements: Wattle Section 9-14.6(5) Compost Sock Section 9-14.6(6) Coir Log Section 9-14.6(7) The Contractor may substitute a different biodegradable check dam as long as it complies with the following and is accepted by the Engineer:
9-14.6(4)B Non-biodegradable Check Dams
Non-biodegradable check dams shall meet the following requirements:
9-14.6(5) Wattles
Wattles shall consist of cylinders of plant material such as weed-free straw, coir, wood chips, excelsior, or wood fiber or shavings encased within netting made of natural plant fibers unaltered by synthetic materials. Wattles shall be a minimum of 8 inches in diameter. Netting material shall be clean, evenly woven, and free of encrusted concrete or other contaminating materials such as preservatives. Netting material shall be free from cuts, tears, or weak places and shall effectively perform the intended erosion control function until permanent vegetation has been established or for a minimum of 6 months, whichever comes first. If wood chip filler is used, it shall meet the material requirements as specified in Section
9-14.5(3) If straw filler is used, it shall meet the material requirements as specified
in Section 9-14.5(1) . If wood shavings are used, 80 percent of the fibers shall have a minimum length of 6 inches between 0.030 and 0.50 inches wide and between 0.017 and 0.13 inches thick. Stakes for wattles shall be made of wood from untreated Douglas fir, hemlock, or pine species.
9-14.6(6) Compost Socks
Compost socks shall consist of fabric made of natural plant fibers unaltered by synthetic materials. The compost sock shall be filled with Medium Compost as specified in Section
9-14.5(8) Compost socks shall be at least 8 inches in diameter. The sock shall be clean,
evenly woven; free of encrusted concrete or other contaminating materials; free from cuts, tears, broken or missing yarns; free of thin, open, or weak areas; and free of any type of preservative. Sock fabric shall effectively perform the intended erosion control function until permanent vegetation has been established or for a minimum of 6 months, whichever comes first. Stakes for compost socks shall be made of wood from untreated Douglas fir, hemlock, or pine species. Page 9-98 M 41-10
9-14 Erosion Control and Roadside Planting9-14.6(7) C oir Log
Coir logs shall be made of 100 percent durable coconut (coir) fiber uniformly compacted within woven netting made of bristle coir twine with a minimum tensile strength of 80 lbs. The netting shall have nominal 2 by 2-inch openings. Log segments shall have a maximum length of 20 feet, with a minimum diameter as shown in the Plans. Logs shall have a minimum density of 7 lbs/cf. Stakes shall be untreated Douglas fir, hemlock, or pine species. Wood stakes shall have a notch to secure the rope ties. Rope ties shall be made of ¼-inch diameter commercially available hemp rope.
9-14.6(8) H igh Visibility Fencing
High visibility fence shall be UV stabilized, orange, high-density polyethylene or polypropylene mesh. Support posts shall be wood or steel in accordance with Standard Plan I-10.10. The posts shall have sufficient strength and durability to support the fence through the life of the project.
9-14.6(9) H igh Visibility Silt Fence
High visibility silt fence shall be a minimum of 5 feet in height, high visibility orange, UV stabilized and shall meet the geotextile requirements in Section 9-33 Table 6. Support posts shall be in accordance with the Standard Plans. The posts shall have sufficient strength and durability to support the fence through the life of the project.
9-14.7 Plant Materials
9-14.7(1) D escription
Bareroot plants are grown in the ground and harvested without soil or growing medium around their roots. Container plants are grown in pots or flats that prevent root growth beyond the sides and bottom of the container. Balled and burlapped plants are grown in the ground and harvested with soil around a core of undisturbed roots. This rootball is wrapped in burlap and tied or placed in a wire basket or other supportive structure. Cuttings are live plant material without a previously developed root system. Source plants for cuttings shall be dormant when cuttings are taken and all cuts shall be made with a sharp instrument. Cuttings may be collected. If cuttings are collected, the requirement to be nursery grown or held in nursery conditions does not apply. Written permission shall be obtained from property owners and provided to the Engineer before cuttings are collected. The Contractor shall collect cuttings in accordance with applicable sensitive area ordinances. Cuttings shall meet the following requirements:
9-14 Erosion Control and Roadside PlantingPlants that have been determined by the Engineer to have suffered damage for the
following reasons will be rejected:
9-14.7(3) Handling and Shipping
Handling and shipping shall be done in a manner that is not detrimental to the plants. The nursery shall furnish a notice of shipment in triplicate at the time of shipment of each truck load or other lot of plant material. The original copy shall be delivered to the Engineer, the duplicate to the consignee and the triplicate shall accompany the shipment to be furnished to the Inspector at the job site. The notice shall contain the following information:
9-14.7(4) Sod
The sod shall be field grown one calendar year or older, have a well developed root structure, and be free of all weeds, disease, and insect damage. Prior to cutting, the sod shall be green, in an active and vigorous state of growth, and mowed to a height not exceeding 1 inch. The sod shall be cut with a minimum of 1 inch of soil adhering. M 41-10 Page 9-101 Erosion Control and Roadside Planting 9-149-14.8 Stakes, Guys, and Wrapping The minimum size of wire used for guying shall be 12-gauge, soft drawn. Hose for guying shall be nylon, rubber, or reinforced plastic and shall have an inside diameter of at least 1 inch. Tree wrap shall be a crinkled waterproof paper weighing not less than 4 pounds per 100 square feet and shall be made up of two sheets cemented together with asphalt.