669.03 Construction Equipment
POST -EMERGENT HERBICIDE TREATMENT
669.01 Description
This section shall cover the work of applying contact (foliage active) herbicide(s) on the highway right-of-way in accordance with the plans, specifications, materi al label instructions or as directed by the Engineer to control the growth of noxious weeds, brush, vines and grasses.
669.02 Materials
Materials furnished for use in this vegetation control work shall be produced by reputable, recognized manufacturers and registered by the U.S. Environmental Protection Agency. Materials shall be licensed for use in the State of Alabama and pre -qualified for use by the Alabama Department of Transportation. An approved drift control agent shall be used in all liquid broadcast applications. Adjuvants, such as, but not limited to, surfactants shall be used when called for by product label instructions of the herbicide designated on the plans or directed by the Engineer. All herbicide and related adjuvants s hall be labeled for right -of-way use. Unless specified otherwise by the plans and/or proposal, potable water shall be the carrier for dispersing the herbicide. The use of herbicides other than those dispensed with a water carrier, such as herbicides dispensed with oil shall be placed as indicated on the product label at locations indicated on the plans, or as directed by the Engineer. Herbicides and their application rates that are approved for use on ALDOT rights -of-way may be found in the latest editio n of the Addendum to “A Manual for Roadside Vegetation Management – Chapter IV” which is revised, printed and distributed annually by the Alabama Department of Transportation’s Maintenance Bureau. The type of herbicide and the required application rate wi ll be shown on the plans.
669.03 Construction Equipment
669.03 Construction Equipment
672.01 Description.
The speed of any vehicle used to apply the herbicide solution to the highway right -of-way, shall not exceed 11 mph {18 km/h} when operated from the roadway/paved shoulder surface or 5 mph {8 km/h} when operated off the improved portion of the roadway. The pattern of spray shall be such as to provide even, uniform coverage.
669.04 Method of Measurement
Item 669 -A will be measured in acres {hectares} computed from surface measurements taken parallel to the treated surface. Computations will be to the nearest 0.1 of an acre {0.1 ha}. Item 669 -B will be measured by the gallon {liter} of dispensed solution with measurements taken from the storage vessel before and following dispersal to determine the actual amount of solution used. Computations will be to the nearest gallon {L}. Item 669 -C will b e measured by the square yard {square meter} of dispensed solution with surface measurements taken parallel to the treated surface. Computations will be to the nearest 0.1 square yard {0.1 square meter}.
669.04 Basis of Payment
672.01 Description.
This Section shall cover active an d passive treatment methods of reducing the turbidity level of construction stormwater. Turbidity is typically the result of fine soil particles of erodible material exposed during construction, dislodged by precipitation and runoff, and subsequently suspe nded in stormwater. Conventional means of erosion and sediment control are not designed to remove turbidity