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2005-313a
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2005-313a
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Last modified
8/8/2016 12:25:31 PM
Creation date
9/30/2015 9:07:32 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
09/13/2005
Control Number
2005-313A
Agenda Item Number
11.I.
Entity Name
Ranger Construction Industries
Subject
Intersection improvements/part 2
Sidewalk & Drainage improvements
Area
41st. St. widening Dodgertown Elementary
Supplemental fields
SmeadsoftID
5167
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Florida Erosion and Sediment Control Inspector's Manual <br /> Maximum velocities <br /> r <br /> The maximum allowable velocity in the emergency spillway channel will depend upon the type <br /> of lining used . For vegetated linings , allowable velocities are listed in Table 5 . 35a <br /> ( STORMWATER CONVEYANCE CHANNEL - Section 5, 35 - ES BMP 1 . 35 ) . For ` <br /> non-erodible linings, such as concrete or asphalt paving and riprap , design velocities may be <br /> increased . However, the emergency spillway channel shall return the flow to the natural <br /> channel at a non-eroding velocity. See Appendix 1 . 26A for design details . <br /> Stabilization of the Embankment and Basin <br /> The embankment of the sediment basin shall be temporarily seeded within 15 days after its <br /> completion as per TEMPORARY SEEDING - Section 6 . 65 ( ES BMP 1 . 65 ) . If excavation is <br /> required in the basin , side slopes should not be steeper than 2 : 1 . <br /> Cleanout <br /> .r <br /> Sediment shall be removed from the basin when the capacity is reduced to 55 cubic yards per <br /> acre ( 104 M 3/ha) of drainage area . This elevation should be clearly marked , preferably on the <br /> riser. Plans for the sediment basin shall state the methods for disposing of sediment removed <br /> from the basin . Possible alternatives are the use of the material in fill areas on-site or removal <br /> to an approved off-site dump . <br /> Final removal • <br /> Sediment basin plans shall show the final disposition of the sediment basin afterthe upstream <br /> drainage area is stabilized . The plans shall specify methods for the removal of excess water <br /> lying over the sediment, stabilization of the basin site , and the disposal of any excess material . .�. <br /> Sediment shall not be flushed into the stream or drainageway. <br /> Safes r. <br /> Sediment basins are attractive to children and can be very dangerous . Therefore, they should <br /> be fenced or otherwise made inaccessible to persons or animals unless this is deemed •r <br /> unnecessary due to the remoteness of the site or other circumstances . Strategically placed <br /> signs around the impoundment reading " DANGER-QUICKSAND" should also be installed . <br /> In any case , local ordinances and regulations regarding health and safety must be adhered <br /> to . <br /> Construction Specifications <br /> Site Preparation <br /> Areas under the embankment and any structural works shall be cleared , grubbed , and " <br /> stripped of topsoil to remove trees , vegetation , roots , or other objectionable material . In order <br /> to facilitate cleanout and restoration , the pool area (measured at the top of the principal <br /> spillway) will be cleared of all brush and trees . <br /> ■r <br /> 4-90 <br />
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