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DCPCUP-2016-02346
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DCPCUP-2016-02346
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Last modified
7/6/2016 1:32:07 PM
Creation date
7/6/2016 1:30:45 PM
Metadata
Fields
Template:
Rezone/CUP
Rezone/CUP - Type
CUP
Petition Number
02346
Town
Christiana Township
Section Numbers
14
AccelaLink
DCPCUP-2016-02346
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1} <br /> Reclamation Plan CUP 1262 <br /> Reclamation in all four (4) areas shall be accomplished as <br /> the areas achieve sufficient size that areas are no longer <br /> needed for stockpiling or quarrying activities. This to <br /> I occur never longer than one ( 1 ) year after extraction <br /> activity. <br /> I All edge of quarry setbacks from roadways to begin at eighty <br /> (80 ) feet beyond (R.O.W. ) cut at no greater than ( 3 : 1 ) and <br /> to cover with no less than three ( 3 ) feet of soil . <br /> I *Note that the present cover on nearly all of the indicated <br /> deposit will average three (3 ) feet in depth. The three (3) <br /> soil types which are present over this deposit describe <br /> Idepths - to rock cap .from -twenty (20) to eighty (80 )-_ inches . _ _ . . <br /> Each extraction area will be handled separately in regards <br /> to configuration of the bottoms . Bottoms (floors ) will each <br /> have a one ( 1) percent slope cut and graded to offer adequate <br /> surface water movement and shall go in all cases sloped up <br /> toward Koshkonong Road with the bottom line to intersect the <br /> I less than 30 degrees 3: 1 cut slope from all roads involved in <br /> the extraction site. The transmission line easements noted in <br /> print shall be protected to their maximum width with cut <br /> back and cover to be set at a slope of no greater than 30 <br /> I degrees (3: 1 ) and covered (seeded) with appropri7, ':e cover <br /> crops for harvest and livestock use. <br /> I It is the intent of the owners that all slopes <br /> will be at no greater than 22 . 5 degrees to reduce <br /> problems in the future for crop production. <br /> I Surface water runoff shall be as notes for areas I , II and <br /> III in the north portion of area II with the use of three <br /> (3) acre detention areas. The elevations shown i 'lustrate <br /> I an easy and logical location(s) for the three (3 ) north <br /> areas . As extraction occurs , it will become easi.:r to <br /> control surface runoff than is currently occurri: 1 <br /> I naturally. Waterways ( 13 ' bottoms ) shall be col s :ructed as <br /> needed . The south area ( IV) slopes mostly north as noted. <br /> However, the extraction would start on the south slope and <br /> will need not be addressed except as shown with t'ie three <br /> I ( 3) acre detention acre south of the deposit and ]own slope <br /> to a presently used grassed runoff area. <br /> IGround water <br /> The visual description of this deposit will hell_ :0 <br /> illustrate part of the ground water pollution prt :ntial. <br /> I The elevation (USGS) show 950 ' as the top and 8= :'' <br /> at the spillway of the Rockdale dam (USGS benchma :k) . <br /> elm* <br /> I <br />
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