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REV07389
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REV07389
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Entry Properties
Last modified
8/25/2016 1:08:14 AM
Creation date
11/21/2007 9:42:26 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1979158
IBM Index Class Name
Revision
Doc Name
RECLAMATION PLAN MAP
Type & Sequence
CN1
Media Type
D
Archive
No
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EXHIBIT "G" <br />WATER INFORMATION <br />~! ~ ~ A Stormwater Dischazge Permit is being prepared concurrently with this application and a copy <br />t -i`~ of the permit application and issuance will be supplied to your office when complete. However, the <br />1-;1 <br />~,.~° ~.r '' applicant does no[ commit [o supplying a copy of the Stormwater Management Plan. This is <br />~ onsis[e w e D~ sions past olicy in this,~malter. ~ I/~1_ / ,;, <br />r / ~ ~~-.~1715~' Gfil~~~ ` ~3 L /"u/~~t ~ r v ~l~ ~ ~L~'u..l~I~ ~LIEd t ~ i .~`"~""'-~'-1_~ Gs. ttt tG M N~/Yt~ , ~4.scJ. <br />U Elimination of Lot 14 from this application removes any possible damage to the water quality and <br />``aquatic habitat of Graneros Creek or increased sediment load. <br />~ 2. The changed topography will only affect the water flow in the pi[ area. A review of a topography <br />i p indicates that water does not flow north to Greenhorn Creek, since there is a ridge between <br />~~ raneros Creek and Greenhorn Creek. Also, Mountain Shadows Road and Drive, which border the <br />ae,~ pit area on the north and east, channel water south to Greenhorn Road, which has not created any <br />(~''~(/ flooding problems in the past. This applicant does not feel it will create problems in the future since <br />there is no change in the drainage pattern. No water conveyance structures will have to handle _ <br />J increased~waste Bows since there is no change from the historic pattern. Water in the pit area will <br />be detained by aloes berm on the south side. <br />~~, 3. The operator is familiaz with perched groundwater such as you describe. However, the operator's <br />employees and previous operators have not encountered groundwater in this operation. If it should <br />be encountered in the future, the operator will take the necessary steps to address the issue. <br />4. As stated earlier, a layer of average 12" of pit nm material will be lefr on the pit floor before <br />topsoiling to provide positive drainage, but not to the creek, since Lot l4 has been eliminated. Any <br />water not absorbed will flow to the southeast. <br />5. No water will be required for this dry pit operation. <br />G-1 <br />
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