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ENFORCE24971
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ENFORCE24971
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Last modified
8/24/2016 7:33:32 PM
Creation date
11/21/2007 10:51:52 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1983033
IBM Index Class Name
Enforcement
Doc Date
11/2/1999
Doc Name
BLASGING AT WALSTRUM QUARRY ALBERT FREI AND SONS INC PN M-83-033
From
DMG
To
DWIGHT WILLIAMS
Media Type
D
Archive
No
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~ ~ <br />activity Mining does have some adverse effects, and the annoyance <br />that dei.ives from those effects is genuinely regretted. One cannot <br />build highways and bridges or ne~a developments or, for [hat natter, <br />permit and operate mines without causing annoyance to some. These <br />are all legal and even desirable activities, benefiting the <br />rt+aJo'rity of the people, and are sometimes essential to all of us. <br />Cp:rtainly we are all dependent on nun future energy supplies, and <br />Fzrhaps coal is even a more acceptable source of energy to most <br />people than nuclear sources aze. Some of this coal mining activity <br />will cause annoyance. But with care and understanding, one can at <br />least try to remove some of the sharpest edges from that annoyance. <br />ACTUAL BIAST DAMAGE CRITERIA <br />The Bureau .of Mines research on blast vibration damage is <br />detailed and extensive. Prang the conclusions drawn by RI 8507 (see <br />page 29 of this manual for this document's definition of threshold <br />damage due to blast produced ground vibration) aze the"following: <br />Home construction is also a factor in the minuaan <br />expected damage levels. G~psumboard (Drywall) interior <br />walls are more damage resistant than older, plaster <br />on wood lath construction. <br />r <br />Practical, safe criteria for blasts that generate <br />low-frequency ground ground vibrations aze 0.75 t <br />in/sec for modern gypsumboard houses and 0.50 .-~~ <br />in/sec for plaster on lath interiors. For ~~ <br />frequencies above 40 Fiz, a safe particle velocity' ~~; g <br />maximum of 2.0 in/sec is recommended for all houses. ~~ <br />All homes eventually crack because of a vaziety of ~'~* <br />environmental stresses, including humidity and ~'. <br />temperature changes, settlement from consolidation and _:~: <br />variations in ground moisture, wind and even water ,;~ <br />absorption from tree roots. Consequently there may be '~. <br />no absolute mininnrm damage threshold when the vibration ,°°" <br />(from any cause, for instance slamming a door) could in <br />sore case precipitate a crack about to occur. y~" <br />a Hunan reactions to blasting can be the limiting <br />factor. Vibration levels can be felt [hat aze ~~' <br />considerably lower than those required to produce .>~F' <br />`_i' <br />damage. Human reaction to vibration is dependent <br />on event duration as well as level. Pazticle velocities <br />of 0.5 inlsec ( 1-sec vibration) should be ~~' <br />tolerable to about 95 pct of the people perceiving it .}~ <br />as "distinctly perceptible". .:;. <br />120 <br />-_ <br />`., : ~~° <br />- ~, <br />,,.~,. <br />
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