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2007-012A
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2007-012A
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Last modified
4/22/2016 12:10:01 PM
Creation date
9/30/2015 10:29:55 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
01/09/2007
Control Number
2007-012A
Agenda Item Number
11.1.2
Entity Name
L.H. Tanner
Subject
Contract/Specifications Indian River Drive South Sidewalks
Area
Indian River Drive
Project Number
0201
Bid Number
2007027
Supplemental fields
SmeadsoftID
6066
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+ <br /> Chapter 4 - Best Management Practices for Erosion and Sediment Control <br /> Maximum velocities <br /> The maximum allowable velocity in the emergency spillway channel will depend upon the <br /> type 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 <br /> + be 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 perTEMPORARY 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 /> Sediment shall be removed from the basin when the capacity is reduced to 55 cubic yards <br /> per acre ( 104 M3/ha) of drainage area . This elevation should be clearly marked, preferably <br /> on the riser. Plans for the sediment basin shall state the methods for disposing of <br /> sediment removed from the basin . Possible alternatives are the use of the material in fill <br />+ areas on-site or removal to an approved off-site dump . <br /> Final removal <br /> Sediment basin plans shall show the final disposition of the sediment basin after the <br /> upstream drainage area is stabilized . The plans shall specify methods for the removal of <br />+ excess water lying over the sediment, stabilization of the basin site , and the disposal of any <br /> excess material . Sediment shall not be flushed into the stream or drainageway. <br /> Safety <br /> Sediment basins are attractive to children and can be very dangerous . Therefore , they <br /> should be fenced or otherwise made inaccessible to persons or animals unless this is <br /> deemed unnecessary due to the remoteness of the site or other circumstances . <br /> Strategically placed signs around the impoundment reading " DANGER-QUICKSAND" <br />.. should also be installed . In any case , local ordinances and regulations regarding health <br /> and safety must be adhered to. <br />.. Construction Specifications <br /> Site Preparation <br /> r <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 <br />.. order to facilitate cleanout and restoration , the pool area (measured at the top of the <br /> principal spillway) will be cleared of all brush and trees . <br /> 449 <br />
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