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2008-009 (5)
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2008-009 (5)
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Last modified
3/21/2016 10:19:40 AM
Creation date
9/30/2015 11:54:13 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
01/08/2008
Control Number
2008-009 (5)
Agenda Item Number
11.I.1
Entity Name
H & J Contracting
Subject
CR 512 Phase IV Improvements
Area
CR 512
Project Number
9611
Bid Number
2008012
Supplemental fields
SmeadsoftID
6833
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Chaptei 4- Best Mana ement Practices.for Erosion.and-Sedlnfent COntroh <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 SMP 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 /> r channel at a non-eroding velocity . See Appendix 1 .26A for design details . <br /> Stabilization of the Embankment and Basin <br /> r The embankment of the sediment basin shall be temporarily seeded within 15 days after ifs <br /> completion as per TEMPORARY SEEDING - Section 6.65 (ES BMP 1 .65) . if excavation is <br /> r required in the basin , side slopes should not be steeper than 2: 1 . <br /> Cleanout <br /> r Sediment shall be removed from the basin when the capacity is reduced to 55 cubic yards <br /> per acre (104 3/ha) of drainage area. This elevation should be clearly marked; preferably <br /> r sin shall .state the methods for disposing of <br /> on the riser. Plans for the sediment. ba <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 /> Finaremoval <br /> r. 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 /> Safe <br /> VE 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 /> r and safety must be adhered to . <br /> Construction Specifications <br /> r <br /> Site Pry an <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 /> 4-89 <br />
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