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PERMFILE129570
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PERMFILE129570
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Last modified
8/24/2016 10:30:35 PM
Creation date
11/25/2007 7:52:14 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2002078
IBM Index Class Name
Permit File
Doc Date
8/11/2003
Doc Name
Second Adequacy Review Reponse
From
WSI Inc.
To
DMG
Media Type
D
Archive
No
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+flCl~~ <br />environmental & engineering <br />August 10, 2003 <br />RECEIVED En"rmnrnerrraf support /~: <br />Thomas A. Schreiner . Transp~tatron <br />Environmental Protection Specialist AU~ ~ ~ 2~3 <br />Division Of Minerals and Geology <br />1313 Sherman St., Room 215 ~ iaroDeveroprnent <br />Division rrf Minerals and Geology ~ MI <br />Denver, Colorado 80202 ~g <br />Re: Response to second Adequac~r Review Letter dated August 5, 2003. Stroh Pit Regula~~ <br />M-2002-078 Cy+sr: ~ ryi ~ f <br />Dear Tom, <br />Listed below are responses to your comments. Revisions to Exhibits C, D,G, E ,L and S have been <br />made and included. <br />6.4.5 EXHIBIT E -Reclamation Plan <br />7. During phase I, the volume stockpiled material within the permit area will not exceed -85,624 <br />yd3. During phase II, the volume stockpiled material within the permit area will not exceed <br />-154,468 yd3. It is understood that this is an enforceable component of the permit. If the <br />operator decides to stockpile larger volumes, then a technical revision and revised bond will be <br />filed. <br />8. The expected normal pool elevation of the reclaimed ponds will be approximately 4830 ff-4832 <br />ft. <br />6.4.7 EXHIBIT G-Water Information <br />11. Prior to excavation, Coulson will provide the Division with an affidavit stating that no <br />groundwater has been exposed at the site. Furthermore, an approved temporary supply <br />plan/well permit will be provided prior to excavation to within 2 ft of the water table. <br />15. A ditch flow monitoring and replacement plan has been provided in a revised Exhibit G for the <br />Hillsborough ditch. <br />6.4.12 EXHIBIT L -Reclamation Costs <br />16. It is requested that the Stroh Pit by bonded by two distinct phases. It is understood that the <br />second phase bond will need to be posted in addition to the first phase if the state engineer <br />has not signed off on the liner performance for phase I. <br />17. Exhibit L has been revised to include the cost of backfilling the maximum volume of <br />overburden to be stockpile at any one time. <br />18. Exhibit L has been revised to include the line items mentioned. It should be noted that ripping <br />will not occur as the material is soft enough to doze. <br />10395 l:oD'ax Ave.. SWte 350. Lakewood. ro 80215 <br />ph 303-436-U951 fax 303-436-0953 <br />_. ».~„ <br />
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