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General

2151 The department will pay as follows:

WY · 2021 Standard SpecificationsBook pages 00View official source ↗

Pay Item

Pay Unit

Measure to the Nearest

Pay to the Nearest

Burlap Bag Curb

FT [m]

0.1 ft [0.05 m]

FT [0.5 m]

Contractor Storm Water Control

LS

LS

LS

Department Storm Water Control

$$

$$

$$

Erosion Bales

EA [Ea]

EA [Ea]

EA [Ea]

Erosion Control Agent

ACRE, TON [ha, t]

ft, 0.01 ton [0.5 m, 0.01 t]

0.1ACRE, 0.01 TON

[0.1 ha, 0.01 t]

Excelsior Sediment Log Rock Check Dikes Silt Fence Triangular Silt Dike

FT [m]

0.1 ft [0.05 m]

FT [0.5 m]

FT [m] FT [m] FT [m]

0.1 ft [0.05 m] 0.1 ft [0.05 m] 0.1 ft [0.05 m]

FT [0.5 m] FT [0.5 m] FT [0.5 m]

215.5.2 Referenced Sections for Direct Payment 1 When specified, the engineer will measure and pay for:

1.Contour diversion ditches and sediment traps in accordance with Section 210,

Equipment, or in accordance with Subsection 109.4, Extra and Force Account Work.

2.Chemical water treatment in accordance with Subsection 109.4, Extra and Force

Account Work.

3.Seeding for temporary cover crop in accordance with Section 216, Seeding,

Fertilizer, and Sodding.

4.Slope drains utilizing contract pay items representative of the work and in accordance

with the associated technical section in these Standard Specifications.

189

Seeding, Fertilizer, and Sodding

216.1DESCRIPTION

1 This section describes the requirements for soil preparation, furnishing and spreading

fertilizers, furnishing and drilling or broadcasting seed, mulching, and furnishing and placing sod.

216.2MATERIALS

1 Provide materials in accordance with the following:

Materials

Subsection

Coconut Fiber Ditch Lining Erosion Control Blanket Erosion Control Netting Grass Seed and Fertilizer Mulch, Straw, or Hay Mulch Tack Sod U-pin staples

806.4 806.4 806.6 806.1 806.2 806.7 806.3 806.4

216.3EQUIPMENT

216.3.1 Hydraulic 1 For mixing and slurry application, use hydraulic equipment with built-in agitators to keep the

various combinations of seed, fertilizer, mulch, mulch tack (when specified), and water mixed homogeneously until pumped. For pumping, ensure a pressure adequate to maintain a continuous, nonfluctuating slurry stream. Provide sprayers equipped with nozzles and hose extensions adequate to obtain a uniform slurry application. 2 Apply mulch tack type AR with a hydraulic seeder capable of producing a coarse spray and

calibrated to the specified application rate. 3 Mix mulch tack types MC and GU in a hydraulic seeder equipped with a mechanical

agitation system. Use the smallest nozzle available for the equipment in use to ensure accurate distribution. 216.3.2 Dry Mulch 1 Use equipment that does not pulverize or excessively shorten the individual stems of

the mulch. After spreading, anchor the mulch in the soil with blunt- notched disks or

190

Seeding, Fertilizer, and Sodding

Source: Wyoming Standard Specifications for Road and Bridge Construction, 2021 Edition. Pages 00 of 771.