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2020-03-16_PERMIT FILE - M2020008
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2020-03-16_PERMIT FILE - M2020008
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Last modified
3/18/2020 2:52:36 PM
Creation date
3/16/2020 2:01:11 PM
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Template:
DRMS Permit Index
Permit No
M2020008
IBM Index Class Name
PERMIT FILE
Doc Date
3/16/2020
Doc Name
Formal Complaint
From
Douglas Grant
To
DRMS
Email Name
LJW
THM
ACY
Media Type
D
Archive
No
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Mined land Reclamation Board/Div. Reclamation Mining and Safety <br /> March 12, 2020 <br /> Page 2 <br /> amount of water (gpm,cfs,etc.) to be discharged into the ditch on our property . Do they even care <br /> or know if the ditch is large enough to carry their water without over flowing or causing damage to <br /> others property. <br /> While looking at the water issues for this gravel pit there are some areas that need to be addressed. <br /> The rerouting of the water on the property to a ditch along the perimeter of the property within the <br /> 25 foot buffer is problematic in that there is going to be a stockpile of soil 24 feet at the base in the <br /> buffer strip leaving only 1 foot for a ditch between the property boundary and the stockpile. There <br /> is no room for maintenance of the ditch by machine or by hand without getting on the adjacent <br /> property. Is a 1 foot ditch sized large enough for the normal tail waters on the property?The <br /> application pictured water is a sump that holds water to soak in and does not flow completely <br /> across the property allowing water to spread and soak after the sump.The water flow in this 1 foot <br /> ditch as designed will flow on to the adjacent property in the event of a plug or ditch bank wash <br /> out. In a storm event will the runoff from the soil piles flow into the ditch plugging it and flow water <br /> and mud onto the adjacent property? How will you clean this up from your property?This event <br /> would put the operator in violation of his stormwater permit .Would the applicant be able to secure <br /> a stormwater permit with the design as purposed in a 25 foot buffer? I don't think so if the water <br /> quality control div. sees and visualizes this as built on the ground. <br /> The application states in 8.5.2 Water loss with mined aggregate: a production rate of 200,000 tons a <br /> year or 16,667 tons per month is the calculation used for water leaving in the gravel. Yet there is <br /> 3million tons to be mined on the property for a duration of 5-7 years. At 200,000 tons a year 5years <br /> is imillion tons and 7 years is 1.4 million tons. What happens to the remaining 1.6 million tons? <br /> The application does not say there are any water rights with the property. There is going to be a <br /> pond that will have evaporation of the surface that will require an augmentation plan at the end of <br /> mining. Assuming a water contract would be required for the whole year of evaporation noted in <br /> the tables as 179.87(AF).The water contract may be a substantial amount of money to service. So <br /> what will happen if the applicant decides at the end of mining it is more cost effective for him to <br /> pump the water into the tailwater ditch in perpetuity. I remind you this discharge water is crossing <br /> our property as stated earlier in this letter and now will never stop infiltrating into our gravel pit <br /> and property. <br /> The sign posted for public notice is not readable from the frontage road. It is a white paper 11"by <br /> 17" on a piece of plywood hung on the gate. When driving by it looks like a message sign like no <br /> trespassing or other you normally see on farmer fences not a public notice. <br /> My property is adjacent to this property and impacted by pumping water to the ditch on our <br /> property we should have been notified by mail. We were not sent a letter. <br />
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