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2012-02-21_REVISION - M2001012
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2012-02-21_REVISION - M2001012
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Last modified
6/16/2021 5:51:34 PM
Creation date
2/24/2012 7:23:23 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2001012
IBM Index Class Name
REVISION
Doc Date
2/21/2012
Doc Name
Adequacy Review
From
DRMS
To
Washington County
Type & Sequence
TR1
Email Name
MAC
Media Type
D
Archive
No
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Mr. Lockard <br />Page I2 <br />February 21, 2012 <br />g) Show the locations of overburden and topsoil stockpiles <br />h) Show the name of the applicant <br />i) Must be prepared and signed by a registered land surveyor, professional engineer, or <br />other qualified person <br />j) Give date prepared <br />k) The acceptable range of map scales shall not be larger than 1 inch = 50 feet nor smaller <br />than 1 inch = 660 feet <br />1) Also include an appropriate legend, map title, and north arrow <br />2. The Applicant has stated there will be road crossing over Brunker Creek. Please identify the <br />locations of the creek crossing on the Mining Plan Map. <br />6.4.4 Exhibit D — Mining Plan <br />3. The Applicant has stated they wish to mine beyond the current 20 acre limit. As required by <br />Rule 6.4.4(d), please specify the size of the area(s) to be worked at any given time, i.e., how <br />much area will be disturbed prior to reclaiming the site? <br />4. The Applicant has identified seven separate pits to be mined. Please specify the size of each <br />pit. <br />5. The Applicant has stated all mining will occur outside of Brunker Creek. The Division is <br />concerned the pits, given their proximity to Brunker Creek, will be captured during a flood <br />event and will result in a series of lakes. The original Mining Plan states sand and gravel <br />would be mined to a depth of 8' to 12' or until the clay stratum is encountered. The clay layer <br />at the bottom of the pit may prevent water from flowing through the natural drainage system. <br />Rule 3.1.6(1)(a) states disturbances to the prevailing hydrologic balance of the affected land <br />and of the surrounding area and to the quantity or quality of water in surface systems be <br />minimized. Please describe how you will minimize disturbances to the prevailing hydrologic <br />balance and ensure the pits are not capture during a flood event. <br />6. During the last inspection of the site, the Division observed standing water in what the <br />Applicant has identified as the `original pit'. The source of the water was from direct <br />precipitation and stormwater infiltration. Any storm water retained must infiltrate to the <br />natural stream system within 72 hours or a substitute water supply plan or an augmentation <br />plan must be obtained from the Office of the State Engineer. Please describe how you will <br />ensure that all stormwater is returned to the natural drainage system within 72 hours. <br />6.4.5 Exhibit E — Reclamation Plan <br />7. The original Reclamation Plan calls for reclaiming the pit walls to 3H:1 V. Please clarify if <br />the pit walls of the individual pits will still be reclaimed to 3H:1 V. <br />8. Please clarify if the pits will be mined to a depth of 8' to 12', as stated in the original <br />Reclamation Plan. <br />
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