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INSPEC01614
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Last modified
8/24/2016 8:56:48 PM
Creation date
11/18/2007 8:01:33 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977193
IBM Index Class Name
Inspection
Doc Name
MINERALS PROGRAM INSPECTION REPORT
Inspection Date
2/20/1997
Media Type
D
Archive
No
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~• <br />(Page 2) <br />i <br />MINE ID # OR PROSPECTING ID # M-77-193 <br />INSPECTION DATE February 20, 1997 INSPECTOR'S INITIALS TAS <br />OBSERVATIONS <br />1. A site inspection was made of the T.H.E. Aggregate Source Quarry. Ken Klco was present <br />representing the operator. All current adequacy concerns regarding tt,e pending permit <br />amendment application for 100 acres were discussed in detail. <br />2. The subject of a suitable seedbed for reclamation was discussed. Mr. Klco indicated that <br />the operator will commit to ensuring that a sufficient volume of suitable seedbed material <br />will be available at the time of final reclamation; ie, a cover of at least 6 inches over a <br />an area of 44 acres. Mr. Klco further indicated that the operator does not intend to import <br />topsoil from local sources. <br />3. The subject of stormwater runoff management and haul road drainage wa:~ also discussed. <br />Both Mr. Klco and this inspector evaluated the existing drainage controls along the current <br />haul road. Currently, drainage channels along the haul road do not appear to be effective. <br />Channels approximately 12 inches in depth have been filled with silt from haul trucks and <br />other sources. Any future stormwater runoff that occurs at the site will flow along the road <br />and may not be captured by existing sediment ponds 2 and 3. The Division views this concern <br />as a maintenance problem that should be resolved by cleaning the channels. Please see Page <br />3 for corrective actions. <br />Both Mr. Klco and this inspector agreed that there is clearly a need fox the operator to <br />provide a new stormwater management system which includes drainage channels along both sides <br />of the haul road starting from the processing/storage yard and heading south all the way down <br />to the proposed location of Pond #4, near Tunnel Drive. It is also preferable for the <br />operator to install a number of culverts or road crossings across the hau;. road at various <br />locations in order to effectively manage the road drainage. These cocerns are being <br />addressed in the adequacy review of the pending amendment application. <br />4. The entrance sign normally seen along Tunnel Drive was not present. Therefore, the <br />Division requests that the operator re-install the entrance sign along Tunnel Drive as <br />required by Rule 3.1.12 within 30 days. Please see page 3 for details. <br />cc: Ken klco <br />Azurite, Inc. <br />10001 CR 12, P.O. Box 338 <br />Cotopaxi, CO 87.233 <br />Hob Shukle <br />Water Quality Control Division <br />4300 Cherry CreE~k Drive South <br />Denver, CO 80222-1530 <br />I 6 E Contact Address cc: Jim Stevens, DMG <br /> ^ CE <br />NAME Edward J. Tezak, Jr. ^ BL <br />OPERATOR Tezak Hea w Equi pment Co., Inc. ^ FS <br />STREET 804 South First Street ^ HW <br />CITYJSTATE/ZIP Canon Cit y, CO 81212 ^ HMWNID (CH) <br /> ^ SE <br /> ^ WQCD (CH) <br /> ^ OTHER <br />
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