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2021-02-19_PERMIT FILE - M2021013
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2021-02-19_PERMIT FILE - M2021013
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Last modified
1/9/2025 7:41:32 AM
Creation date
2/22/2021 7:42:40 AM
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Template:
DRMS Permit Index
Permit No
M2021013
IBM Index Class Name
Permit File
Doc Date
2/19/2021
Doc Name
Application
From
Ames Construction, Inc.
To
DRMS
Email Name
AME
MAC
AWA
Media Type
D
Archive
No
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Exhibit C <br /> (i) Groundwater/surface water occurrence or disturbance. <br /> Ground water will not be encountered during this operation <br /> based on borings. <br /> (j) Existing water rights <br /> Water rights will not be affected or impacted by the proposed <br /> borrow operation. <br /> (k) Refuse and acid or toxic producing materials. <br /> There are no known refuse, acid or toxic producing materials in <br /> the area of the proposed borrow. If they are encountered, <br /> borrow operations will cease and the materials will be contained <br /> in accordance with applicable laws and regulations. <br /> (1) Measures to minimize disturbance to hydrologic balance, off-site <br /> damage and provide for a reclaimed area that has a stable <br /> configuration consistent with the proposed future land use. <br /> Hydrologic balance - The proposed borrow operation impacts <br /> on the hydrologic balance will be minimal — groundwater should <br /> not be encountered (therefore, no dewatering).The reclaimed <br /> site will have a pervious cover of straw mulch which will not <br /> impact the pervious nature of the underlying sandy soils. <br /> Off-site damage — The boundaries of the excavation area and <br /> haul road will be clearly marked to prevent off-site damage <br /> during the borrow activities. Through the use of perimeter <br /> berms and silt fence to prevent stormwater from running <br /> through the disturbed areas, off-site damage due to <br /> contaminated stormwater runoff will be prevented. Completion <br /> of the reclamation plan for the site will remove the potential for <br /> future off-site damage. <br /> Stable configuration — The borrow area's slopes will be finished <br /> to a maximum 3:1 slope. <br /> This slope gradient, the features of the reclamation plan and <br /> the natural properties of the site's soils will result in a stable <br /> Page 3 of 4 <br />
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