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INSPEC46037
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INSPEC46037
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Last modified
8/24/2016 9:48:57 PM
Creation date
11/18/2007 11:44:31 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982055
IBM Index Class Name
Inspection
Doc Name
Inspection Report
Inspection Date
9/21/2005
Media Type
D
Archive
No
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The second concern rn the Ippua's letter was the silt build-up in the outlet of this large <br />culvert. Measurement's indicated 2.33 feet of sediment build up in the outlet (see photo <br />above), This sediment build up extended for at least 75 feet west into the culvert. The <br />luppa's feel that modification of the grade of the permanent diversion channel for 850 feet <br />below this culvert would eliminate the silt build-up. The Division committed to evaluate the <br />approved design before coming to any conclusions regarding possible field work by EFCI. <br />Siltation in the 100-year ditch above the shop building during the recent storm event resulted <br />in overflow from this ditch past the shop building. Some of this flow entered the shop <br />building. These two problems were items three and four in the luppa's letter. <br />t~ <br />~ti`. _. - - ` ~ ~ ~`' Berm <br />- •*: ,... <br />.. ... .~ - <br />shop -repaired landowner constructed berm at shop door <br />At the time of the inspection EFCI had cleaned the vegetated portion of the ditch above the <br />shop and restored the ddch to the original design in the location of the breach. The <br />landowner had also constructed a berm at the shop door as a precautionary measure if the <br />ditch was to over-top in the future. The Division noted additional areas along the 100-year <br />ditch, mainly in the armored sections, where siltation from the undisturbed area above the <br />ditch had resulted m sediment deltas in the ditch that could impair future function. EFCI <br />should also carefully clean these areas to ensure that the entire length of ditch is functional <br />and restored to design criteria. <br />Rock check dams, removal of culverts and flex tubing. and downdrain construction was <br />observed at permanent ditches PM-3, PM-4, and WDD 3 as per the approved reclamation <br />plan. This work apparently had been completed prior to the most recent storm event <br />mentioned in the luppa s letter and function and performance appeared normal. Elimination <br />of the upper portion of WDD 3 was photographed and confirmed during the August 2005 <br />Division inspection. <br />Contour ditches along the refuse highwall were inspected and found recently cleaned of <br />sediment build-up. All ditches appeared in functional condition with no sign of breaches. <br />gullies, or erosion of any kind. <br />
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