Embankments. Areas of embankment are inspected to identify instability, including cracks, horizontal or vertical movement, slope failure, or seepage. EXHIBIT F TO STORMWATER AND RECREATIONAL FACILITIES OPERATION, MAINTENANCE AND EASEMENT AGREEMENT [Contained on Following Page] EXHIBIT G TO STORMWATER AND RECREATIONAL FACILITIES OPERATION, MAINTENANCE AND EASEMENT AGREEMENT [Contained on Following Page] EXHIBIT X TO STORMWATER AND RECREATIONAL FACILITIES OPERATION, MAINTENANCE AND EASEMENT AGREEMENT Formatted: Centered Formatted: No underline
Embankments. Where the height is greater than 200mm the embankment shall be treated sleeper wall where not visible from the street and all walls visible from the street shall be split block masonry. No other type of wall is to be constructed unless specifically approved by Xxxxxx Trust No 6.
Embankments. Areas of embankment are inspected to identify erosion, instability, including cracks, horizontal or vertical movement, slope failure, or seepage. EXHIBIT E TO AMENDED AND RESTATEDSTORMWATER FACILITIES OPERATION, MAINTENANCE AND EASEMENT AGREEMENT BMP Maintenance Requirements Name & Location Project Name: Xxxxxxxx – Gateway Interstate Address: 35W & 694 interchange–Arden Hills, MN Site Data Total Site Area: 26.22 AC Impervious Area Before Construction: 0.29 AC Impervious Area After Construction: 13.17 AC
Embankments. Areas of embankment are inspected to identify instability, including cracks, horizontal or vertical movement, slope failure, or seepage. EXHIBIT F TO STORMWATER AND RECREATIONAL FACILITIES OPERATION, MAINTENANCE AND EASEMENT AGREEMENT [Contained on Following Page] EXHIBIT G TO STORMWATER AND RECREATIONAL FACILITIES OPERATION, MAINTENANCE AND EASEMENT AGREEMENT [Contained on Following Page] EXHIBIT X TO STORMWATER AND RECREATIONAL FACILITIES OPERATION, MAINTENANCE AND EASEMENT AGREEMENT
Embankments. (i) The tops and bottoms of all embankments in soil shall be rounded to a minimum radius of two metres over a length of one metre or, where space does not permit, to the maximum radius possible, proposals for which shall be submitted to the Scottish Ministers for agreement.
Embankments. (a) Density, Any Method 303.04(h) One (1) test per 2500 yd3 or less plus: (a) for fills less than 500 ft. length one (1) test on every other 6-in. layer bottom to top of fill starting with the second lift; (b) for fills from 500-2000 ft. length, two (2) tests per 6-in. layer within top five (5) ft. of fill; (c) for fills greater than 2000 ft length, break into equal segments not to exceed 2000 ft. and use same frequency for each section as for fills 500 to 2000 ft. in length. Roadway When tests are not run due to gravel, muck, rock, etc. give station and depth on report in lieu of test, with reason. For nuclear test, use Direct Transmission Method, VTM-10. See Notes 1 and 2.
Embankments. Areas of embankment are inspected to identify instability, including cracks, horizontal or vertical movement, slope failure, or seepage.
Embankments. Some BRCs/PLDs utilize irrigated turf grass embankment to store the WQCV. The typical maintenance activities required with the embankments areas are as follows:
Embankments. Some SFBs utilize irrigated turf grass embankments to store the required volume. The typical maintenance activities required for the embankments areas are as follows:
