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Memo to Tom Schreiner 3 September 9, 2005 <br />Review of Geotechnical Exhibit File No. M-2004-067 <br />3. Modified Scaled Distance <br />Both the Maximum PPV (option no. 1 described above) and this Modified Scaled Distance option rely on site- <br />specific seismograph measurements, but the Modified Scaled Distance option translates the measurements into a <br />statistically predictive scaled distance, with a confidence level of 95 percent. This translation allows for shots to <br />be fired without regular seismograph measurements; annual review and renewal of the Modified Scaled Distance <br />is required by DMG. Seismograph data collection of PPV must be conducted prior to DMG's initial <br />authorization of Modified Scaled Distance and at least annually thereafter. At least 30 pairs of good quality PPV <br />and scaled distance data are required for authorization. Data collection for initial authorization must be done <br />using blasts that conform to the regular Scaled Distance Equation. The specifics for implementing a Modified <br />Scaled Distance compliance method are readily available in the blasting literature. <br />4. Blasting Level Chart <br />For this compliance option, every shot must be monitored using a seismograph with frequency responsiveness. <br />If the measured PPVs are below the frequency related maximum PPV line on the Blasting Level Chart (copy <br />attached), then the blast is in compliance. If the Applicant selects this option, they must specify seismograph <br />locations for DMG review and approval, and must commit to using the Scaled Distance Formula for initial <br />blasting. Once initial results are analyzed, charge weight per delay can be increased sequentially until it is <br />determined what maximum charge weights can be used without exceeding the maximum allowable PPVs. <br />In order to gain DMG approval of the permit application relative to blasting vibration compliance, the Applicant <br />must select one of the above listed compliance options and provide a detailed description for DMG review and <br />approval of mechanisms through which the selected option will be implemented. DMG further requires a record <br />of each blast, including seismograph reports, that must be retained for at least 3 years and be available for <br />inspection by the DMG on demand. The record shall contain the following data: <br />1. Location, date, and time of blast; <br />2. Name, signature, and license number ofblaster-in-charge; <br />3. Identification, direction and distance, in feet, from the nearest blast hole to the nearest dwelling, school, <br />church, or community or institutional building either: <br />a. Not located in the permit area; or <br />b. Not owned nor leased by the person who conducts the mining operations. <br />4. Weather conditions, including temperature, wind direction, and approximate velocity; <br />5. Type of material blasted; <br />6. Sketches of the blast pattern including number of holes, burden, spacing, and delay pattern. <br />7. Sketches shall also show decking, if holes are decked to achieve different delay times within a hole; <br />8. Diameter and depth of holes; <br />9. Types of explosives used; <br />10. Total weight of explosives used per hole and maximum weight of explosives used per 8-millisecond <br />period; <br />11. Initiation system; <br />12. Type and length of stemming; <br />13. Mats or other protections used; <br />14. Type of delay detonator and delay periods used; <br />15. Number of persons in the blasting crew; and <br />16. Seismographic records, where required, including: <br />a. Type of instrument, sensitivity, and the calibration signal of the gain setting or certification of <br />annual calibration; <br />