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HomeMy WebLinkAbout051-030-03211 win y .wild! x � Pit I r o� g T I 11 win y .wild! x � Marjorie C.. Whitten etal L. R. B., J;, McMillan 6685 View Acres Drive . 131.. 27 h Avenue San Francisco, Ca, 94111 Paradise, Ca. 95969 51-03-25 51=05-15 D. 9. % F. Butler' J. A. & B: C. culliton P.O. Box 929 95969 P.O. Box 1464 Paradise, Ca. 95969 Paradise;, Ca. 51103-27 J. M. & B: J. Zana P.O. Box, W4J J: D« Williams Paradise, Ca. 959.69 P.O. Bax 924 Paradise; Ca; 95969 51-05-17 51-03-02`8 51-05-43, 94 Williams J. D.Villi;ams 447 Nenneley Road 6999 Melvina Ave Paradise, Ca 95969 Palermo, Ca;: 95969 51-03-031,3?;34,35,36 51-05-64 J. Williams M. `E. Coon .D. 6999 Melvina Avenue P.O. Box 76 Palermo, Ca..'95968' Durham, Ca.. 95938 51.03-33, 37 51-05-95 J:< D. Williams Gladys, D. Parkinson P-.0. Sox G5L' 6672 View Acres `Drive La IVeta, CO 010,55 Paradise, Ca. 95969. 151-05-01,03 51-05-98 H S. & N. R Bil;le Heather Ann GuttscY-uss 6379 Graham Road '; 66i2 "View Acres Drive Paradise; Ca 95969 Paradise, Ca,.-':95q69, 51-05-07 51-05-92 W K. & E. E': William"$ ,' •T. f+. & B: J. Zane 709 Ada L'at�e P.O: Box WW Paradise, CA. 95969, 'se, CA. 95969 Parris 51-OS-08, 09` Praying Monk Mines & Singing Creek Mine E., & Morrison' J. D: Williams 690Q`;E: Camelback 0040 E'.d. Box. 727 D'urhai�i�Ca. „ 96958�� 5cottscale., AZ8551° 5`1'-05-010 51-tl5-1J, P. G. &-b. S: McCombs : nelbert &Lila Vible 3411 Valley ViewDrive' 6460 Grahm Road Paradise, Ca. 95969 Paradiue Ca. 95969. r c �axJ.�rxe C i�hxtten �ta1 � , -127th Avenue B ; J McN1111ar 5an+raneiscq� y CA ., 6'85 Vet�r Acres Drive paradise, 94.x,21 P 51-0325 - CA 95969' AP` 51,0-15 D X. F r, Butler N»0. Box 9z9 J»A, B.C. Cu11-ton, ax�acise, CA 95969 �� P•C'. B°OX• 14;4 A t FaradIse, CA 95969 .!? Williams AP 51-OS_017 �'•C;.. Box 920 P ise JJ»M, .J. Lane .rad � CA 9.5969 P,a Bo:Y. WW AP 51-03-02,8 Paradi, 969 s�, CA 9S ." ' ' iT%,., •tp ®� r. .0 ;,R ,fir. rur s - AF 51 05-•043y Og4' �►zlli;WAS unnel 447 N y' Road J �.1i_ams ��ra „ 1cse, GA 959"69 6999,golvina. Ave. x �. .. ,. AP 03I , 0! -2 X34 Palerv; CA` 95 969 . 035; 036 AP 51-05'0, 4 J.D. Williams .! 6999 btel1 ha Ave . Pa, mo CA, 9.5968 E A ; � M..8 . Coon � .p . ,Box 76 y. AP 51 Durham, CA 9,393,8" 37 J•D iy"�>1lxams AP 51 , F P,• • BOX 45x La .ve•'a t CA' g�.Q:55 Glad Y D: Parkinson ; •6'6.72 Va.eW Ac r AP Sl ' .. xes Drive Pa'I d�,�c, CA, a6J 03M N:R. Bi,:Gle 63 79 Gxaham Road. aradia CA' 9'S9�i9 Heather A I 1 . 1 11 hus.s 60'72 llleiv Acrel Drive,, Z"?radi-se CA 9°596 ire �, 1-05�Q7 .� AP S1-tlS-,092. i 11 iam' i09 Ada .Ls Par d1oe ane ' ' J A, .1 $ .,7 d zane CA 959,69_ � P »:n. Box.„. Rtp 51-05��i8 'arad�e CA,' fi a. a ,95969 f pg 1Korri.son x yang Monk Mmes. , inggjn Craek M ne .0.. Bob X27 Zaurham,A 9 5938. ,T.D ° Williants.r 69.0 E: Camelb'ac°k #, 'OL40 , 51-05-910 Say tsca r C 4 D . S . Mc:Co:Rbs 341 li�ll�}" View Dr�.e + I.se, ,'CA 9.596 A:O 5i Dj.6'et,' bila ;G+lal�le 46, Gxaht, Road ? r� i�aradi,sey 'cA 95r'9 F 4 Ji t APPENDIX F ENVIRONMENTAL CHECKLIST. FORM Ta comiple .be ad by Lead Agency)` r . T BACK GI OUND` # S� 81-07 01)-02 AP 1: Name of Proponent yin blonl Pra g . ,I1ines 2 Address, and ,'hone I1umr o Proponent P. 0. Drawer 1270 Marian. Pu.t�� Ma al:i-. SgSq, -137>23 SottCh; Park: Dry e __Maga lia.. CA 95054 3 Date of 1Checklist Submitted ------_r___ 4: Agency Reg4.-ring,.Checklist 5. Name of Proposal; if 'App caTlee` --permi C Mnin Perini°t , r and, keclamatiGn Pan I1. ENVIRONMENTAL.IMPACT S (Explanatiot of All "yes" and "maybe" .answers are re iir on attached sheets q eco.. .';) YES NO is Earth. Wi1,1 .:the proposal :result a.� signif?:cant a. Unstably earth conditions or changes in geologic. subst,ructures� b. Disruptions';. dsplatinmerits, com- paction..or ovcr cover`in g, of the soil? Change in too ra h . o p g p Y ar ;round s'ur- face, relief features or remoyaI of. topsa%17 (deposit.,;of mine tangs cl. Destruction', covering Or modfica- tion of ,; any unique ecologic ;or pliysica?, features?` e. Increase in, wind ar w��ter erosicir af'soi either on oa: off the site'?ow f. Changes in deposition};or e'osioz� �r of beach sands, �'ares.n s si�t.a- tion, d'epos':tior ox ei`osatt tJhicl may molly the, channel o a river or stream or the bed of, the Ocean or,_ ATI, bay', a nlet or lake? g, Logs o rime P agricult-ural 1 ducts.ve' saiJ� outside 'des,:�.gnatedy tirb'an aeas'�' d Appenix YES MAYBE NO h : Ex o ure �f p People or, property to �., 'geologic hazards Sia h as earthqu 'ke's , landslides, mudslides ground failure•, or, similar hazards? 2 Air. WIL 11the.,,proposal x'esuIt in; ; a. Substant*:al •deterioration ;of ambient local Y or air qualty7 b . The creation of ob j ecti.oriable odors, smoke or fumes?`' c . gni fican t alteration o. 'air movement;' moisture or ''temperature, , or arty change inelima'te., either` locally or regionally? 3: Water, CJill the proposa': result insubstantial: oa. Changes course, e or direction of water movements;? _._.._. . x b. Changes in absorption rates, drainage patterns, or the rate 'and amount of surface water runoff? c: Need for off Need drainage improvements, including vegetation emovalt. channelization or culvert '- installdtiionl. . ilteratiQns to the course o'r flow ru of flood waters? ' e� Change iri'� the 'amount o'fsur�,face water in any water; body? f. .Discharge in 'o surface, waters, 'o,r in any, alteration .o£ surface water qua .ityincluding but not 7 irrit'ed 'to temperature ; dissolved oxygen or turbidity? g., Alteration of ,the direction .or rate o °flow o, ground waters? hhe quantity :r►r quality of ground waters, aither through c l,rect additions or WAt'h.diaiMls or through interception o.f an aquiby � cut's orexcavations? T i la �i3 r ..ag 2 Uf '9 i"" li '+ Lt sM��,YBE NO i . Reduction in, the amount of atlierwzs:e , avaa l;able fowatt wa er supplies? - r public «l • Erasure df people 0 to water related hazargSUGhyas flnodirg? ., -4. plant"Life., Wi11,� the. Proposal result _n bstant a3, s a• Loss of Ve diversit getation or .change in the y of species or. num4,' , °' any. species of pla.s gees,. shrubs izncluding cr nzxeraflora and ass;' ops, q atic Plants)) ? - b• Reduction of the' uni ue numbers of any rare. ar enda ngered' s Gf jl,arl.s 4 pecieS c. Intrpdu of `-=— c t i on ne plants Into W sPOcies of - an area, or in a barrier to the normal replenishment of existing speciea? d • Reduction -,: cult.u.ral ;c o -acreage of. a 5 • :Animal Life . T�Till the:: in substan'tia;] ; proposal result a. Change Ln the diversity a f ,s or numbers of pecies, any, animas Species of land ncludin{beds, anmals . 'rop les., fish and shell- fish;, .benthic organisms,'; insects` or n�i.crofauna) 7 b • Reducti-=--- an of the numbers uni ue, rdre or endanaereci $. oima 1 Cie" s , , c. Trtrocluct:i6n af' new species of animals into an,area a barrier to the mi or result in movement grafi°n of os- animals?' Reduction o' --- encroachment t- deteria'ratlon, to ex:Ljst ng fishnor wildl,ie: habi,ta? ' ,. 1 Alppndz.X F n page of XE5' MAv13E 6. Noise. Will the pxoposal"result in` s uta s tiantial a, ltxcreases in noise levels? %. Exposure of people to se.vere noise levels? 7. ht and"Glare. Will the proposal r° ,u . p c�`e.s gni%ant light or glare? 8. Land Use. Will,the.propoaaJ result ' in a significant: a. Alteration"of the, planned land use of .an_ area, or establish a trend which<will demonstrably lead to such' alteration? b. Corif.lict with uses on adjoining prop,ernes, or conflict with established r"ecreatiotial, educate.; t:�.onal reli �.ous or scientific" g' , uses ofa- area? 6 9. Natural Resources; gill the proposal resuTt in `substantial:, a. Demand --for; or increase in th, rate use!of .of any natural resources? b. Depletion of any nonrenewable n4tural resource? l0� Risk of Upset, Does the poposaL znvo ve al risk of att explos 3,0 o �i the *rele�;se of hisubstances (nc7.t din ; but; not`, limited to, . nil - pesticides, chemicals or radiation) in 'the event o"t air asci"dent or .upset, co fid bans? • ' ll. Po ula�tion Will the propos a l ' signi. itantly_ a�'lter' the locat,xori distribution, density, 6 grot�th rate of the human poptij,,;ti' of an area or physically divide ,an established c:ommdhi i y? r 12'i �. Housing,., Willi, the proposal' s xcantly � gni affect ex sting.housang' or create a- demand £or additional housing? • .' k r ► } A en pp dxx F page of g YES MAYBE Np' 13, Trans ortation/Circulatron:.,. Wj 11 the Proposal resu t in; a: Generation of substantial, additional vehicixlar' movement? b. Significant of£ect�s on exi`stitt parking facilities , or demand for new pgi "arking? c. Substantial J.,mpac.t upon existing. trAnsporthtion syst.emsi` d. Significant alterations to present patterns of, ca v-,;ulration or movement of People and/or goods? $. Alterations tQ-caaterborne, rail, or air traffic? ', f� Incre. s, bac weh i•Oee in traffic. hazards tom otos clic Y is or pedestrians? .._._ 14i Putilc Ser6s'. �i ll. the proposal have •an�off"ect' upon, or result i.n a siibstantis7 need For. new or altered gaverrimental sorvices in any of the following areas: a. Fire protection? '? b'. Po1ic e protection? c, Schools? d. Parks or other recreational facilites? Maintenance of public facilities,, including roads? f Other governrdental servi.ccs? 15'• End, w ll the pxoposal 'result in ; a Use of ;"substantival amounts of fuel, or' en.e�gy? � Substantial 1nct,ease in demand. upon , existing sources of :ever, or''' gyp require the',de�eloprn.ent of new sources ":of.-,energy? o { ,� •,a. .0 �- — APPentixx b" «- nasi .. .�, ' >, . n �r i 't' ,tUS MAYEE- h Ntl 16. Utilities. Will the proposal result in a nee -T -for new systems, or 11 %ubW staiitial alterations to ,the fo1'.1owing vtilit�:es a Pourer o -'natural gas? b Commun icati,ons systems? _ c- Water? - d Sewer(will trunk line b extendeel, provA,ing capacity to serve new development)? e Storm water drainage;? 17. Human Realth. Wi11 the 'propos.a1 -- - result in: a, Creation:of any health hazard or potential health hazard (exc,luding mental health)? b.Exposure of people to potential health hazards? M. Solid lJaste., W.l1 the proposal result in any significant iinipacts assoc� atecl with solid waste disno, sal ox litter control? 19, Aesthetics. Will 'theproposal result: in t e o struci, orL o; anypublic designated or recognized scenic vista. open to the public, or will the proposal result an the cxeaton ofari aesthetically offensive site ;open to public ;vied? 20. Recreation, Will the proposal result in an impact upon the quality 'or quantity of existing public recrea- tion facilities? 21. Arch. eolo.9gical/Histotical. ; Wi11 the , proposal. eSu`r YF. an a terata.ori of, a significant arch,eo'logical, or his site structure, ,obi}ect or building? , I Aapencix :y page 6 of 9 y �JA�, YBE NO 2.2. Mandatory s 0--Rf Significance., o. Does. the project have the potential to degrade `the quality of the r environment, substantia,lly reduce the habitat: of a fish or wildlife species, cause a fish or wildlife Population to drop below self sustaining levels-,'.threatzn to eliminate ,a plant or animal, corn- munity, reduce the number .or restrice the range of a rare or endangered plant or animal o� eliminate, important exampleG of the major period of, dal fornia;hisbory;orprehistory? b-. Doe's the project ha,%re the potential to achieve short term benefits to the detriment of publicly adopted long term environmental ;goals ? a, Does the project have impacts which are roan .vidually :Limited., but cumulatively considerable'? (a pr;oj ect may impact on twa or more separate r resources where the impact on each resource is rola"tivel.y small,, but where the effect of the total of those impacts on the environment is significant, d Does the project have environmental effects which will I cause substantial Adverse. effects on human beings, either directly'or indircactly? d t; AP-pen�t� x; F 7 , page 7,'6f;9 r' 81-07-09-02 III. DISCUSSION OF ENVIRONMENTAL EVALUATION Project' Description r 1. Type of'Project:Y Use Permit, Mining Permit;, and Reclamation Plan. 2. Brief Description: Exploration and operation o,:C qn old sub- surface mine in buried placer channel gravois. 3 . Location: Little Butte Creek can on, immediate:l; northwest y �' of the Town of Paradise, north of Wags;ta.f:f ,Itoad. (:Nlaneral Slide and Lucky John mineral claims). 4. Access and Nearest Publics Roads) : miles: south along., private road extension of NamshewRidge Road. f 5. ' Method of Sewage Disposal: Ori -site septic = Ieaciz fields on. - the stockpiled tailings. G, Source of Water Supply:, tiVe"lls, spirings, subterranean water. 7. Proximity of Pourer Lines; Main lines traverse mine portal I site. 8. Potential for further land divisionsl and deVelopm.ent': phase :I will involve sampling :and evaluatioft off' gravel deposits, over 1" year period. Phase IT` will inuolve full mining operation, requiring + 20 acres of low lana for tailings deposit'ion (flo"or of old hydraulic pit),. Environment -al Setting Physi.cai Ervixonment: 1.' Terrain a. General Topo,raphic,(har'atter; Rugged steep canyon slopes bordering I,itte Bu't'Ce Creek below Paradise" Ridge, con raining a few gentle slopel Areas. b. Slopes : Generally 30 to 50+ 'o, a`uexage = 44 0 • Several isolated areas of l 5:.20 % C. Elevation: * 1000 feet A4.8,LLi d. Limiting Fa . rs: St;C?ep' $lope above Little $utte Creek: : Sails a. 'Hypes and Cllaractexistics c Casabonne, conglomerate soil series;, a gravelly ,clay loam containing considerable coarse fragments, susceptible to:sovere erosion. b. Lamng pactors High erosion hazaro,` slope stability: 3. 1\a"tuxal, Hazards of the Land, :ti a. Frosiori': Potential.: High Landslide .Potential:' Moderate c. rd.: ig+ h ExtremeF_ are Hata H 4. kydrol6g a. Surface Water: Site"slopes .arid drains into adjacent Little iutte Creek. P,ppPnti%x F- papa 8 of .JVl r, i; 1 t .41 yy 1� _ -- -- � _ a- .' _ r � � .�� ,;,st`� J ��€�^ / jj�� ,,li � 'r _ .t..•, � _ �.+�f {Irt�::i = k x ��= -` �;;y cinr, ) - - - - - •� `O.-tF kt r. pr. w�\ <r �3 ��! d �`! �:.# F 4 .y�,r ) • +� � Ti + � A � � .'� - .0r" .��. 00' an{{�'/''� aff aBu� 1, { » Ce�n�our Zz�ta 3%al; /�,, - °rwc» L c 'V _ �f+' I LQnj -�m�r .f- !+ �! 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Jw YL`t;= �r %:t;'`"$�� v� -1f,}l{• � •• ti, i� � �� '�•.�x 4x �1-y'��-•Y'� Gs.�c`'�'"'}i�„ " kx � � % ct•_xu. n+ fi t. r - s rr�a"�-..`°` � ,s. r-� � •� A *,x• _ i ,.x• �;3. � �) � �C �.�' p � � _ E ! � f � r4 $' Ak'#'"`+ke � 3 � �"' Y � +�3:=" 4 � � . fif ; • j 3 -tt, ¢!�[����. 1 �j�11tr t i '• !, r t` + .V ^'+4 ,<f«.,t.-_-,,r,•.�llf-k',..�r r, Y3 X24% ::<a .✓` a. * Fr { A� � .s�'t+ �CI'.€�-. � �`t��M �3Orlr+-«t. *r•s`^-4'��v- Ay�ii r t •S �;trt � - ij m Page -2- 5. Location of testing equipment to bedeterin'Ii6d. by the "blasting consultant.'' <: 6.- Submit, proof of current liability insurance of not gess' than $59000.0, including property damage to that lhijt and not excluding damage. from blasting. 7 In the event that the tes,t;,blastin monitorin 7 g g i'_clicates incidences Of :nois'e.or vibration, all blasting will cease a;td the Use Permit fox exploratory blasting ;will `be considered pursuant to Code Section 24-62 for revocation. 8 . The provisions of Section 24-44 shall be applicable. e to this Us Permit in that all conditions of gest blasting a iprov41 wil.l be completed prior to exploratory blasting. 9: Blasting to "be restricted to underground use only, using Right chares o Charges f 1 1/2 pounds or less of explosives. 1`0. him;it hours ;of blasting to 7:30 a.ni, to 5:30 p.m, l�londay' through Saturday. 11' Storage and`handling'of'the explosivesto be conducted by a lic- ensed blaster under the rules of the Occupational Sa£ety, and, 'Health Administration; (OSHA), U. S'; Mine Safety and Healtih (MSHA)'" and the State of California, 12. Contact residents within a one -mile radius of project site p;~ior, to, test blasting,. 13- Applicant must also comply with 411 athet applicable State and 'local statutes, ordinances and regulations, .y h _� a c? a^e that'i :�2J� rezd the, `orQ ;a_dg ccrd� ops, that they act C .- conait, o si 'wh=en ger= u nn the +^ of t�z� _ i i ne=1 t, _ used �re,at . and ha,t aa,ee ,�a�,i:de ul 3 � :, sa:tl. aooait_ rs Ci CC: ?=2oa:hg �e�a^*peat car, men. Of del' ioii., wot*is 1,2} S; ite GE'QJO{y i AINk ji f l v � er emorandum r To:'lanning Commission pRoM: Planning sUBjECT: Singing Creek Mine and Praying Monk Mines, AP 51-03-32 etc: DATE: July 11., 1985 x Finding that the Blasting Log of the operator of the mine and the calendars of the residents indicated some correlation between the times of blasting activity anis reports o£ concern from the residents; that the eridence submitted was inconclusive as`to wlether'there have,,bedn violations, of the or gina1 permit, but,. indicated the need for continued monitoring with blasting logs and., site inspection; to insure complance,witl: the conditions of approval, is necessary, I would recommend: 1. .Blasting log to be maintained and to include date, time, and # of pounds of explosives. 2. The oFerators continue site monitAring during blasting at their, expense. SAK :• 1� i Y I I I � � r�, _ -- PLANNING COMMISSION 7 COUNTY CENTER DfiI.vE — OROVILLE, 4ALWORN(A 010.3397 PHONE',a 534.4641 June 21, 1'981 5 Patricia Anderson Chubb Group Tnsuran(,-e 2850Sha.delands Drive Walnut Creek, CA 94598 Re Singing Greeff Ati e Dear MS Andersons _. copies of items from cur f-ile have leen prepsrod per your regiiost. Please Bend, a check for x`22.1.4 pa)rable to the butte County T�,eastarer to cover the copies, sales tax and iaosfage. We will fortlard the picket upon receipt o� yatur check. Sincerely B.Ai, Xitche ' Divector of Planning Stephen A. 5treetpr Senior Planner - SAS yell ; �I. • - ppss,,re� ON— � £i��•�y r rs+gyy3; �� £� c t ��t�y fill t� � r t �t `ass ss _ '-' , • ' '�r� � �.Ei#di� �L- ��:�L' • ��i�tF ro z r ca r �'17 ,F`t.°7G1�' d7C-.. �� l , � k.,, 'i�r• t �rr�:£`� ?tai�•�„r:E�•'• ;'' FI,:� «° ':'-°•° • i �1• �CCGC�e �C"�GY3��r:Gp�-'L��Lc� �iZG� .�•� G.�.aJ ; � y oa r.. �� :Lit .,. r �� .i ! t,",� �•. ate �y-c t t ;�: "� =L 0 Aa Gc, c' ��i�i� / Otis 3 isfy=f� rr1}i i �p•ykFt Kpat^�° ='Kt°�o� s t "?: 1 t Z '°y"�!" °+Tp 7 tag°/ ,` ':., k iy: •� �. G?rri � .�c cc�t,�•.e. rL �i-,t �� C �,�Ctf�?��°,z,l�, . I •'� i ,tjs.,,ae-�aa��; �,.;c �«ta-i•t"� '�-J�t ''•cti.' r3t,tie.. +. 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Yhti '� f,,+ r .. �.tY . -- irfr t•1 s CONTENTS .. , rnKl P„R� •, Abstract ' ' .' + 1 Failure characteristics of building materials3 lnlroduction , 3 Gypsum wallboard failure Ir AcknoHledgments .. , .. ! Masonry and concrete failure , , , , ... , , . 15 orouii i vibration characteristics ”' a5 s, 5 Fatigue,,.;..,«..s...... a'' Time and frequency properties, of mime blasts 5' "" $ Safe vibration levels, resldential structures , , „ Other vibration sources . a .... ... . ... . . .. . . :: ti I,7 Prey ious damage studies , . , , , „ ; , 17 _ - Generation and propagation 9 New Bureau of -,.lines dam ige stud! a .r Blast design and ground vi )ration generation 9 Summary damage analysI e st; Vibration comparisons: Itiine and uarr blasts 1�52 yy P 9 } Mean and variance analysts ., , , 2 3 f Resprinse of residential structures , , , , . ; , 18 Probability analysts t+I Response spectrum analysis tech ques 18 Safe blasting levels , Direcl measurement of'structure responses 21 Response spectra analysis of,danlage eases ..:, Test structures . > , ...: , , . , . , 21 Exising standards for vibrations , ,dl instrumenting for response 3U Human ccs rinse . , , tit ' ''r Natural %retlttency and damping . , 30 Conclusions. q z Productibh blasting ; . 31' References , Velocity exposure, levels ....... . . . . . .. . . 31 A cndix A,=>+xistit { + + ` " fig i. M" p pp g vibrauun standards and cri- st» Structure responses from blasting , , ,, , ,,, , 32` feria to prevent damagr, , ; , , , , , , , , ,. , , 71 'r Amplification factors, { , , .. 33 Appendix S,—Alternative blasting level criteria„ . , , 73 ' rt{*, Airblast response . , : . ; q ., Structure responses.from everyday activitiss :-:, 91 Ski lilt k ILALi STRATIONS RPi Pagidt icd �t 2. Predom nant ifrequenc es oences f vibrations from cis ,l none, quarry, and cnnstruction blastin` uarr blast time histories spe era measectra eastt,red at 2;287 ft , , , , �' ,, 7 "- or4 At X40 ft Q Y sL 5, Construction SO Coa n ablast flmeand spectra measured at 75 It ... ... . ....... . . . . . , ,;, , + , , , ; , six 6. Ground vibrations from a singly coal miner , ..: , : , .... ... 8 r Radial ground vibration propagations from surlace,cytl mines Vortical ground vibration propagations, Iron-, surfacc;t.oal mines Transverse ground vibration propagations from snrf�ice coal mines : , , ,.,, , 15 SurnmaZo es of meaground o roaa tattbtnore cessions for lace coal nil :., P P g g t+'a major. ,types of blasting A `12. Ground vibration propagation for throe h pes of blasting as,, fo and b} Lucole , .. , , , , , , , , , . 17 13. Single degree of freedom model and Itypes til' structltres response . - : « , , , .. , 18 14. R' p 'p or mucin and constru l'' t Dryer ..,, ........ es Dose s oeira f, g c. t �n � tot§, after , .., , , , , . , , , 19 .15. Test structure 19, near a coal mine . iii . I . , , 1 T st structure 20, near a coal mine , e , . , : 29 17. Test a coal mins structure 21, near , , , , 24 4418. Test structure 22, near ai quarry 21 '9. Teit9tructure 23, near a;quarry `:5 20.' Test •structure 26, near a coal Test StrUC�4125 27, ileac a `coal minC�_, 22, ' Test structure 28 'near a coal mmr 2ti 13.. 0 Test structure 29, near a coal mme , , , 2 24: Test structure 1130, near a coal mine .: 27 25 Test structure' 31, near a Cts $1 mine . r . . , . , i c e -r w . , .. . i _. : 27 ~26• Test structure 49, near a coal mine , c , . « . r., , .:. , „, « , .. , , , , ... , , , . , i7 74est structure 51, new a coal min.e:'c 0" O , 13 : 0:' � , , y_+ , 1.._, 2A - ,28, Test structure 61,nearlaCoalMille; . ..+. c+ i. , r t ..... ...,ve++ .v.,i :: ,,,. 28 29, Vbration;g'ages mounted in corners, and on tfalls for mea"surfing struf;t►lre rospnnse iii structure 51 29 �0, Ground vibration, 5►ructurc vibration, and airblast time histories front a Coal �rnitle higl,I% ill bla3i: gl, Residential structure natural frequencies , , ? 0. , « .:. , } a c'+ .' ., , r « , : 31 -Residential structure cls' ' lg val,pes .,c x .. ,� , , : .. r . .. �. ., 32 COrner and rnidWail re5pOhseS fOr a, 41nge 5trUCture- w c , , ... , c , z c , ,ov, c .. ; a , , 31 "40' $tructurC responses (corners) from peak horizontal ground v1�r;IllunsrsUtilnlary Structure •iurati(Ais tsrtlfmi:wquretl viilacs UliuCtUPeresponse_ (GOinel5� lrnrll, 7ei1 vertical lyrotind Ylbrifhi)l15 335 y.." H •,,,k N, t r ILLUSTRATIONS-Continitled s3 PeR 37, Midwall responses from peak: horizontal ground vibrations d 38, Amplification factors for Wast -produced strucittre vibration (corners) of,a single I•story and a single 2•story s t 39. house ,.; .. « _ Amplification factors blast -produced structure vibration (corners), till`hun,es -_ _ _ , 37 37 ,for hones 98 ji 40. Amplification factors for blast -produced midWAI vibration, all , . , > , _ . , , > . _ ....: , • ... F 41: Ground vibration and airblast that produce equivalent amounts of structure tesponse, in frame residential �'structures`of up to 2 stories .. , , !j : • ;. : • • • : • • • , «: « i i ! { I «i = , « ( _ , ! _ , _ ! _ . , .. 39 42. Test residential fatigue structure near surface coal mine « , . « , , , , , ,, , , , , , , ,, , : . , 4_. = 43, Plan,of main floor of test fatigue structure shown in figure 42 , , , , , , , , s , _ . , . ; 40 44. Failure strains for residential construction materials from a variety of solaces (tables,7 and 8) 44 45, Fatigue testtno-del on biaxial vibrating table 46 46, Damage observations, new Bureau of'lsftnes data from production blasting in surface mines _ : 51 F 47, Nondamage observations, new Bureau of Slines data from surface mitte'blasting . • , 5l 4ti: Displacement versus frequency for lose -frequency blasts to glacial till, set 2 mean'and variance analysts 49. Displacement versus frequency for lose -frequency blasts and shaker tcsis set 4 mean and variance analysis -, 53 50: Displacement versus frequency for lou frequency blasts, shaker tests, anti masonry damage, set p mean .and + f' 51. variance analysis « . . . .. .. . : . . . .:. Displacement versus frequency for high -frequency blasts, set 6;inean anil variance art ''s s . . . . . . .. . .. . .. 53 54 l! 52. Displacement versus; frequency summary,.set 7 mean and variance analysis . .... ..... . . . . 54 't 53: Velocity versus frequency for the vad6iis damage data sets, mean and variance analysis =.. , _ » _ , = 55 54, Veio 11 versus frequency summary, set T mean and variance analysis ,, , , ` _ _ , .. • J : • ; • • 56 ' 55, Probability damage analysts for low•frequeitcy blasts in glacial till, set 2 ', _ .. . _ a • « . • 57 56. l?rababifity damage analysis for low frequency blasts and shaker tests, set 4 , • . , . • .. • . : _ « « • • 57. • 57: Probability damage analysis for low4requency blasts, shaker tests and n asonry damage, seta _ i 57 F r 58. Probabilit dame a anal sts for high frrc aeric blasts,set G ,.,, 57 59: Probability; damage.analysis summary, se 7 •,> •, _ , , , . _ «.. s « _ + • + 58. 60: Human tolerance standard's for rmi vibrations exceeding 1•minute-duraitun ISO 2681 63 61. Human response to steady=state and'transten4 v=tbratians , .... «, , , _ 64 ' 62, Hurnan response to`transtent vibration velocities of various durations .: . ...... . . . . ... > .... • ;, , .. , ..... 64 �i 63. Human response to transient vibration accelerations, of various durations « • • • i 64, Human response to vibrations of damped concrete floors, after blurray ... _ • 65 65. Human response to concrete floor vibrations of various durations , :, , , . , . • • • 66 r 66. Human response to. vibrations of various durations= summa(}• • • , . 4 : ; • • • + 06 67, Reactions of persons subjected to blasting vibration tti;therr pontes + . .. . . .. . . . . ..., .. , +;_ 67 Safe lerrels,of blasting vibration fot houses using a tomb(nation of velocity arld displacement . _ . ,, • . _ .. _' • • 73 y TABLES` PoR'r L Production blasts and ground vibration measurements 2. Equations and statistic's for ground vibratton propagation "i 3. Test structures and measured dynamic properties ..: • . . « , _ . , _ _ 22 4. Equations and statistics for peak structure responses from ground vrbra4tons 33 ytE 5, Strains m fatigue test structure from blasting and human actit?tty , + « , i + . 41 6, Structure. vtbrat►ons to test fattgue'structure from blasting. and human 5ctivtty , _ 42 7, Failure characteristics of piaster and" gv psutn wallboard _ _ : ,. , .: _ + 43 $ Failure b triasonry and concrete +.. , • . _ _ .. , . « . , • «. _ _ 45 ?, I m blasting vibrations ; , r « ..-, « . _ .. . } .:. , . , .: • .. g. rices fro • • rage 48' w g V q as �da 49 52 Il. I to : r �a . _ =1, fi x«r'+ Y, « D els usetl fo analyses 59 12« l3i 5ummary'of damage statistics by data sets ,: _ _ f «, . . • «� :, . Safe �eve[s of blasting far restdenuat type structures ry = , : . , :. . «,« , , _ _ + , + •' _ • . • • : 59 14. y , , • Studies of` human to v ibratto►ts .: _ _ ...' « _ « . it _ , , , �., _ •' , 83 } 15. ,respoitse Subjective responses of Humans io'vthtations of various dura ons « « . i , • .... .... _;'; « _ 67', A 1: German vibration standards, DIN 4150 , , .- + ..• _ _ . , ; _ , f •: • • _ : _ : • + 71` A-2', Damage levels from blasting, after LangeCors and Kihbtroni : 71 I . Limtnng safe vibration values of pseudo vector sum peak particle velocities' after £sieves : 71. « • • ; y .� .. A-4`4Ltmtttn safe values, after Ashle ' g 72 jAbeauon _ A-5.tbratioit:,.hmt"ts for laborator iqs iron,eats, after N hifrn and Leunartl y fi -. ._.i to —36 st —36 st 1 s i -- :.`_ ... ' : , i'•. C T.. ' _n j,; -^�. - - i pr }. � M .. _ is 0.-S �. i-. - Table Ir Troduction blasts and ground vibration ;measurements CD Peak ground vibration - Peau strwaure. motion,: in/sec intsec Struc:; � _ _ Low corner High comer Midwall' tune: Struc= - Sealed`. number ture Tata distance. rdlb1i2 Ht. Hl; �► Ht- Ha v H� Hz, Ht H? . (table 3) type Shot Facslity 5hot_typea charge, Ib :1 lay Moo, 1.07 1,07 U.80 0,76: .87 . 049 .75' I41 157 27 2? 1 L I Goai Iit hwall _-- k 6;100. 500 do .-_._ 7,200 600 650` 33.00; 29.00 133: 1.89: 1.L9: L74- .63-' 59'- .79: B4 155- 2.19 2T 27 I I 4 ; Coa! EE do .» do 7:800 ZOO- 1;:00 2U.O0 1.91 1,85- 95 _81 87 67' 56 237 3.181 27 1 - 5 `� .. do, .. - ~ 7,800 1,300 18.10' 2:OT 3,73' 2.33 1.73 94. :82' .60 2.79: 2.83 27' 1. I 6` Goal - oo =- do. 7,800• ( '7.800 - 550 650 24.00" 23:00-_ 5.31` 3.821 •73i s 1.0_ 1.29 g2,, ` .70 T 4.96 2.63 1.55 1.67 27 27 I ' 7. g� Coal .:- _--:-- _. __ dt.. _.__. 6',600` 550 22.00; 234. L20 1.97 1.22 88- 61 76 . _ .39- 1.24: 1.72- '27 1 IO Coal .do. _ _ < 5.400 450 26.00 33.00 72 28 33r 24; .82;. .60: 27' L !, 1 " I I' Coal- do ».� - 8wD0 2.033 SGO 280 24 00'; 76 .5c 66. ,49- 0.85' LO2 I i 13 Qitacry. Nt¢itvra' --- do 4:353. " 218 61 W 29 .22 .32 O.SO I F: 2 I l^ 111 L4 I5 uarry. uarry _..__. ----do --:�. 1:995 303 52.00 18 4.9 .22 24 36 S7 3 - i 2 I I6 arry carry _ :?0 do 2.0 5.047t2O0 l87 = 88.UU. 100 O0: 21 .26 i4 33. 15, 4 2' I 17' I7 „Any - _:� do 5.047 DO 729.00 22.90 .16 1.00 582 153 1 4 i 2 17 carry ado do 2.36? 2.367• 3Ua, 305 45.70; 53 .30. 26 6 I 78 19• rry arry -- do .. 2.450 I50 86.0U`. 119:0U_ 49 50' ?5 .32 7 Ig: terry, .. do: _. __ 2.450 8.762 160. ?00 124<70; IS 13 .07 30' 16; 8. j 5S. 33 rry parry -.--da :. do .... 8762 700 124.70= 17.90 OS 1.86 1. L73 10: I1 2: 2 35` [con N a' .rail »_ do 200 4.200' 17.90: .07 .09 E 45 gg; 12' 2- 35 35 Iron Imn- .. .-- do -. ` 4200 4.200 17,90` 17.90' 0Z 07 fi9 .14'. 04'. IS' l4 �• ` 35 g6 !son Iron, - -.do _... 21.0 132.50- :02' - 0t .0i O6 15' 1 56 36 I.On 1mn. .__do-- do ._» .. do »; 2i.U00 .: 48.30: .02 JS O5 38. is 18 .1 L 97 Iron - do --» 2.t84 1553) 85.60 337.80 I8; , t} 01 01 G.01 02' I4 19, 2. 2 38 ,- 39 Iron Goal do - do ..: » e0:30D 2,300 64.00 .2'S :Oi Ot 42. 1I 3O -46 z97- Q{ 19 `2 40. Coal ?arting ----- 648 21:800 72 2,600 767.00 c 58.od' ,0l .2S' :2U I5 40 - 24 24 44 54 .7S t.44. 19 I9 2 4I Coal Covl HtghwaL »- da » 20:700 2.600 56.00. SD SO 2b'.34.!4 LS7 20- 1 43 43' Coal »: - d 20.700 2.600 43.95' 57.00 87 .2F 28 29. 10 42 .45' 1.71 19 20: 2 i 44 94 Coal !' .. d ':.__ 20,600 . 20.600 2.300. 2.300 47.69 .91 .36 , 32 J6' 1.20 - 68 2.2 19. 2. 95 Coal Htghwal3i `__: 20,700 2.500 55.OD- :3 L,13 I 320 .10 .?3 20 I q5, Coal - _ do --..-. 2Q:?DO 2,300 600 48.94 9 LOU . :07 .1:1 a .0 , OS 03 - 14 «10..84:19. 2320' 1 dbj Ditch .. 3,600 36,000 600 ?1.57 30.00 06 .26 .29 .24 15 .10 .71 :54 1.04 19 20- 2 1. 37 97; Coal foal Highwall `.:_ _do' .:.._ 216OD. 21:600 2.6D0. 2,600 47:92 1:10 :$3 25. 19 .80 93 48 L00 19: 2 48. Coal Coal • do -- ;. do _ t 20.60) 20.606 2.SU0 2.300 51.00 51.Ti. .24 e'9 22 .10 i9 2y 6I 95 6 g t.07 20 20 1 1 'I'_ 4& 49 f oa) -` - do --- - �... E9,800 19;7UD '•200- 2.200 54.00 56.00 '9 .24 .28 .15` .25 .28 22. .E7 .36 40' 13 13 .87 :320. 20 50 5t Coal Cont do; ....:. do --- I9;3U0 2.200 57.0U 13 .14 Ol IS Ui 1i 1113 D8 .01 21 X1 .26: UVOl _67 .02 ! 5S Coat 'Psru`ng : .. X264 360 24 36 621.00 _425.00 .0) 02 .02: .01 ql 011. 03 51 36 20 20. 1 t 1 _ 54 55 _ Goal Coal ... do __ Y.ighwall .- 38,400 2.100 G0,00- a4 13 18 19 3U 21 T63. iron do 8.530` 656. 73 53 .83 81 .99 L^ 87 !'1 96' .61 20 50 ! '121' 37 2I' 49 2 Goal 1 Ca+l do do SAW, 4.14 351 35! 45.110- 44 6U'. :St 25 h' 3fi 1(i .2& _4 i 48 76 64. 49 2 32 49 2 4 Goa! do Ix 1'e 13 t: 1!t` .26 ,23 28 86 9d' 51� 2 1h? treat do t:.5+) 35 Stt t 33 a: Scl 1 ;tx. uK: 4S: J �t Ifi 1.1; v:_ 44 l.trt "Si;= t, t: 51 1 2 1A (r,.1. ,.to i,uq 1�. :: r_xl + MS t Ir s f • _ - =f -• m: ,f i Y�,Fy+ "w.2+ + � :X31 H ':F 5x 4,.F, M.. :._ • _ V 's 1 N�•a. `i'�7F�i"CF R��fi}� � � �Ci Ff Y� t tt :IDBITI08AL V6L6FS- FOIi, TAALL:''l OP RI': 8507, production blasts and ground vibratiorc measurements Feak atructuts motioa, Peak ground vibration] in/act,in/acc-` Low -.corner, High corner midvall St=acture Struc- TotaY Scaled" number: ture t. charge. Lb per distance Ka T (table:: type. -Shot - -7Jseiliey Shot type 1b. delay ft/lb � Ii Y55 Coal JiighualY . 5,400' - Y20 43.6. 0.43 0.55 0.84 44 a.75 44 Y. 1 156, Coal ....do:... 3,600. 80 86 41.0 2Z.0. 0.59 0.96 A.96 0.37 1.01 0.56 0.66 1..19 0.74 2.55 51 2.69 51 2 2. 175 ltd Coal Coal, ....do.... ....da...: .2;150 3,550 71 6.9 5.58 2..34 2.61 2.85 1.32 2.21 d.09 2.60 3.43 3'.53 1.41 2.28. 9'. Y4 7.06 2.82 51 2. llT Coal ....do..... 3.240 36 9,.7 3.90 2:44 1,,65 2a3 58 2 Coal ....do.... 80 19.0 1.4,11.87 4.50 i.Y7 I, 60 6:49 8:05 2.08 9.62 Z. 2:03' S.8 6.69 b7 2 id-1� Caaetr Exeavatioa. 50 13 Fit c, --•+.._,�,• �•4` a • , SITE A .. . , 1.b•m°m naltonlo! 'r4 f9 Nndrof - �Iy IA00 ;' • • IA00 r .SOC i Y 3»9r• • .2 w ` lrJ00 rJq, �' � • Maliin°m hefiioMCl WJOO .. - Y j jl.` ASO • . ASO 4• Vt!ti;Al 2 RVii+ .• .66 ° A " A03 fp0 IaOO X�r SQUARE ROOT SCALED DISTM4 Ii11p!^ 100 6 1,00010 SOl'IARE RDOT SCALED GST4VCE:, If /1Al� "'; Figut"e 6.--Ground vibrations from a single ..- r. Figure fi.—Idailiai; ground vibratioli n a cool mune. Equation s are given in tak�le 2. Y rt propagations from surface coal mines. ,aYA 1g Cil('ll " ' 1• 6 g Trvnven. SCAfte' ;'L i G ized a►• <fA0° 1600 agalnll �� 2 anll(ied. `.,s00 1 Sewed tlNl)` 00 S. e bi!cl�, ICCs igi> ; ec. Fo'r � t4 8. # t Of lU+�eOf� '� I 8 0 1111'l'1T�� 2 +��� g i OptJ� , Flo ,g t u r ig 1,000. 50UARE ROOT SCALE .3 DI'TANCE,litlo" s '�Slp 106 SQUARE ROOT �CALEO gSTdNCE; 11/fb° !` . Figure $ --Vertical ground vibration 1. ,. !rigors .."stTransvetse ground1,viliratiol` ' propagations fro surface coal rr►ines. jiropagations fronssur facccoal rriiines:. to-oo ° ,.--Maximurrtl horixortal 0 Vertical ° 8 `b W • •Oa BOO ♦ AA p �r 3. • 33 '2. • ` m • b r °'Y to itEY •g1 ° • '•iaa ° • liorizontot W t Q Horizontal , ; c sa it Vertical ° • dry • � �'. I 10 i,000 SgU_8E 'fR00T SCALED ,pi5TANCE; tt/Ib4= y round Abra` ions f> o►n all u�rf gransversenes, The. component H-1 vias o% g 1{i aat_e0..-SuiPproxtmates g rad►a4 and _ The overall zones encom assn the ro a- d0i la seat these. distances. The Lucole s"tudy found different relative amplitudes between coal and I atian� re cession-lilies forpthe radial >0 (usually the .largest) far coal mine and q►.rarr►e"s c{ aarrj+ blasting tb be more in ag"reerr►eint N'tth 116W e are shown in figui a 11. 'lt is obv>ublsa 2i1nt. are g . vibradon levels fpr. coal and quarry 'led d their data Were also characterns s e d by la ger scatW" sca ;similar, partici lar of concern rContrary to tances that'warr,otee sign dstrbutian (29)`.'Y heir►itax n um en elope expectations, the, coal mine viyrations weret rat►ons a greaten 'aapl►tude than' quarry vib11 of blastir►s Ti a seandad clev►at►oris. (9olpct) of g the data alt h in/sec wa� less than 41 larger scaled distances. Th►s is probably the re- (for the absolute d►stances` involved a propagat►on frElb for coal �constrttct►nt►nes and 35: fthb for quarries are both 5ign►fic ntly suit'Ult►rger 1� 11relatively large charge we►ghts) and the pa ,iii decay►ng sii'rface ,tti�dves and nd ort, These a , . lower thin, the Bureaus coal m►ne sumimary, 10 ex►stenee of iglowe'� dispersipri-produced interference bet'wveen de ,s value of, 55 ft/!b fresm figure s 17 .y ,. Ro6,d - Mtni•t' I 41A6o:tc N ADD � L \�\ N' , toojoo a . a '• . A50 Cod niia D50 � `� , � ato `. w 00Sp tooSOUAitE ' ft007 SCALED pSYAttCE,Itit+w SOUARS ROOT #ALEo DIST41 CEt it/Ie Fi re 12. --Ground vibratiait propagation Figure 11. -zones of mean propagation ` of blasting. for types g for t$�iree t pes of blasting as found 6 Lucole Y _, d ('T} an - v , regressions .Wo pnaJor, ;y (29), Longitudinal (L); transverse vertical'(V) components. k< ¢yw t a �f' , I Y �y I --- - -- — - a ' +` 20 'or Th e'res onse,!s ectra in figure 14 are plotted These four axes Medearis developed response spectra a variety of production blasts (90). " this was one on four -axis tripartite paper. sinusoidaoapepooiimThe � ee take advantage,of the involved in calculating a pseud y Y heixis of the; maximum structurals response its rcos dentes (anatisticalld eonsthat quentiy the cracking potential) is related to frc- , i • d so that are constructed , ward relative displacement,; u,,,,x, is inclined up quency content of, ttie blasts; Medearis recom- mended safe "pdi ucle velocities based on distances to the left such 'that from the blasts that ifriplicitly include the above - -from u x = PV/2nf, describedffrequeney lepgodencies:,These range 3.20 in/sec (10;ft from a 24tory residence) T where MIS the pseudo velocity, and that the ' PA, inclined u Ei- to 0.62 in/sec (10,000 ft from a 1-siory residence) and are based upon a 5- ct tolerance of damage. p p. Ks axis of scudo acceleration, is . ,, " , v aken frorri Medearis suite of time histories a - ward top he .right such that quarry, excavation, and construction blasts, with PA = PV 21fe an averages ectrai peak ofA0 Hz. He therefore that the ;relatively Mgher frequency r, The. pord6h of a spectrum that is quasi -parallel displaceertent (less than 20 predicted 1 -story homes with natural frequencies nearer 10 Hz are more daFnage-pr uencies lines of constant Hz for the mining. blast in figure 14) is called LileWise, the spectrum scot,' .:iomes With naturaD freq nedrl5 Hz. These results would not apply to mine blasts <: the displacementbound. for the"mining blas"t for frequencies greater than having ground vibrations at lower, frequencies: ` 50 Hz is the acceleration bound -`" The response spectrum is similar to a Fourier i frequency spectrum, since it shows the spectral it, corset calculated response_ spectra for a va= recorw 6Lau, of ines of loutnd range content of a vibrationtime, endo velocity. i�lcalculated is more useful as the s. Y thas, -Ptor 10,Hz (8)oweveri tyIie fin the aor wood frame strut- from �a simplified measure of the maximum rel- such it is related to and such (fundamentalfre,guencies tures), mining blasts generated SDF relative dig- r alive displacement, as wall strains that induce cracking. 'be placements that averaged5�7 times (2�9: to 9.3) close -in construction shots. The time Valdes of structure damping ((3) must as- those of histories analyzed had peak particle velocities of sumed for computations of response spectra, and this value is 5 pct of critical in figure 14. 0.66 to 2.23, in/sec. Since the relative structure. will have' similar ratios, the safe Vi, ram "` This is'a good approximation for a residence; however, the model reponse of residences is in velocities tion levels for these two classes of blasts could differ by that same factor (5 to 6). s much more dQpendent on small changes oat-. ural :frequency`.ehan on small changes in;damp= . Figure 14 compares spectra froth ground generated from surface coal mining ing (32). Several researchers have applied inesexam-' Dowd motions blastingin- hard rock. Ev thouonseana gh theset�o blasts d p ak paticle g spectra techniques to blasting. g fined responses from construction blasting (10)� , velocities of 2.3 in/sec', the gross structure of a 1-stor resi eRce by the 1;0 Hz re- He shows the important: relations between. p uta and round mo= sponse) would re(represented ,pond to 'the surface mining the two frequencies (strut gative ' tion);ari�3 how the ground t°acceleratiantioncaff ct tl or§ of at of heration$+highc-f frequendisplacements y'n of onstprod fid' velocity, arid displacement, response spectra of blast that it eaho�'nc1Vlo�t g_ bYRespo ,Response pectora blasts.' response techniques are - for blasting is .. p p engineer►ng,. and nificant quez#cies of the ground motion, almost always potverftil `tool far research, poiitaiitea equal or exceed the gross, structure natural fre= design because Tei 'nCandreclic[nresj�onsesrof cjiie cies of 4. ,to l;l). Hz. This suggests :. ither a quency effects, y veloctt ` bound s stem in the a variety of strtietuyes for an t e of time his o. Y 3`P displacement or, ; y Ysome,teri 5- to 104U ranv- and suppor, " I use: o�ent Wil. ica"cionsQ nethat their, dity depend, o�n flow motion descriptors to assess c"racking p fit the S'DF model. They ±� art qua ands nuclear blasts generate low - closely the structures of the 1Rtrge dis- ar_e not regtiire`l for situations where; responses principal frequency motions tances of concern; and the 4- p heHiri c r�accal for regulator}' purposcalles, as theyaare 00 zeCtre te no, falls on the acceleration bound p p Nmx:of. Dimens9ans. ft - Construction Natural frueor ur�ucturc : IL .... I}imping. pct - Midwall natural frequenciet. ltidwmA damping Shots Pian Overall Structure. "noties NS x zi -height Superstructure Exterior covering lnieriortavering foundation 44 E -W N•S IAV, Ni 94 !table 1) 1- i'-- 'l2x"0 14 Wood frame »_.__ W+s,rl sitting »_ ,Gypsum wallboard Lull basement ». 16 11;34.I7,1B 2 1 30x]0 14 Masonrryy sad wood Stupe __-`-_ _.._ _ do . , . .: »_ do -.-- _ » -- ' 13 15 & )t4 J12 35x95 30x,40 16 2$..... Wood fame .». ._. BncL"Jndwood - Wead%�littg� -do -- .-- --do Yanial!>+semmt _� Full basement _» : 8 2 19.22' 16- 1?IB S: 7__ 40x40 22 ,___do _»____»___- Brick andwoud, do _� .».__. `PattWbasement --- 19 19 sidmll -; 6' 7- t F 40x40 48x25 14 15 .» do _._„ _: »»do Wutsd stdnigg __-. do FuIC basement _ do 9 32 19` 33: B- t 15_X;101 12 __�.- _dci_­ ----- - -- Asbestos siding - <Wood:+ding _,_ �,_ Jo ... _ _ '_ _do .-»__»'--' » Conctetastab ,.._-_' 33`' 9 1 61 X.29 14 -» ttn -_ . Jo __ =-__- _'-. '_.._do. _: „ _».,. TO basement 34' 10' 2 44x28'- 22 --do - Asphalt sheathing __ Matter _-_» _, _ do »;» SS= 11 2. 26z'sP 30 S- do »,_ »__ Masonite iWing _ :Gypsum wallboard i do -_ _ 36 .. 35" 12' 1l2. 27x3620 »»do _».: »»� 1Cedarshakes ----- - = do. _. _ . ___do 25 35 I3 I 34x100 lfi -»da_ »__ Brick and :sinao ._. du ,-»»W� SlabartJmwtslxue 35 t4: IW 85x95 23. - do _» . ttioad siding - du »»» Full basement !0. 7 14 3618 15 s .125x5 12' Steel fame Steel w____ do » slab 6. .3 17 3633 16 I _- 80x80 17 Brick and stucco do w _Concrete Full bamnent 83 36 17 1% 49x40 20 }iood'frame _ Wood shingly do __»»�»».. _do ..� »_ 10 9 5 7 18 37,146 18< 1 : 44x281 13 _. do "__- LYood sidigg _-»do -»___ » Pillars in din _____ 'G t0 7- 7 I l.4 37,146 d9, 2 3!x35; 24 do ,-. _ SVoodsiding '1'lasterand Uth.»_t '1aniatbasement ___ 4 4- 13` 13 13.17 43,5.1 39-413,59-96 10t lli• 39x29. 2t, _.»do ___» - do ----------- Gypsum val8swrd _ !Full basement __ B 3 3 8 20 3.1 4248 Y!.° l;: 4&x28 IS du _- ----------- , _.,-do do.». ' 7 7 2 7 IMAMS 2.94.3 97-202.1I0,- _ 111.113. 114.117. 135336 22 2' 2:x76 _.26 -»,do _.-- __.»»_ Brickand masonite _ Gvpsumand Crawl spice; 8 .6- ' 3. 4. 12.!,13.1; 2.0,3.01 103:104 !walling. 43: 1 62x26. 14 -_.-do ----- _„..... Ashrstuisbingl6h __-; GypsunlwralltaranC _ -do .._...._.._- 9 7 2` '1 483 103=!05 24'- 1 24x55. 15 _do _»-. __ 'Brkk _..------------ .--- do _--- - 'CrAidApi .»-' 10 10 2 4 106' 25: 112" 41x24 22 ;- do »_.Y -_-- Wood sid'ntg .» ___ do Full basement 8 .10 a 8 3 13,7.163 1.8,5.6 106; 26` 1 ' 30x31 15 +hs Alaannuut;a'hng __. do »-_ C ravel s site _ =hent 7 8 6`. 4 17,24 107 1-11 27 1 5I x30 > 42-k-28- Si _ do _ _ .WtvitLiMitig ...� pane;^_» plastcrand lath _» Gypsum wxrd_ IP .I artml parr _.... 7 7 & 8 10 5 5 4 108122 aluminum, 9 "- 9 »•» -»� ---- . N _ dtusra.ent 7 $ 2' 2 17 T..3:0 1.1 :2 109.129.121 !I l 1 84 x 35sc44 6 IS do _» do Stone do-,___ full. » R_ 8 G 2. °. 123.13`5' 15,14 CW16JIS 92 ; 14! 1. 58x26 22 .c dts . 4+v'i surfing »»_ Bikkand;mpsinne . »..»._ Nnehngam Crawt space »»_ ConeMeslab waAtxssiit 33 .142 60xxr, 24 do ..... _.»_ :Scone - ----------- »_ Gypsum watllvrrrti _ futt Isasrn(ent »._. 8 9 .2 2.- 16.0.19.7 I ZI 141,123.132= 134.137- !,!laxer 139_ - 34. 1 98x3! IS �_do _»._.»».» `AsplLtlt shraiiting _»�__.»_» Crawl space »..»_ 6 5 4 130MI 35'. I 32x37 18 do » do .»,_ Gypsum w-alibwrd do __._ 7 6 I 4 12&129.140, 36=- I 28x40 14 .: s10 _ As Balt shin les ..do _........... _ do ___. »_ 6 7 3- 14.17 141-145 37. It, 32x26 20 - »do .»;. ___ ,tumid sidin}g_-___-_. llaxerand lath .»_ '}ull basement ._' 9 10 2 Y 58320 146.150' 38 2 28x92, 20 Masonry and Brkkand. ". 11.'x1 paneling ».. Concrete flub __»__ 4 6 5 3 147.148 aluminum_ 4 . :c,�'r • 23 7 CORRECTIONS FOR 'TABLE 3 OF RI 8507 { t Test structures and measured dynamic properties I r< " Shots (table l) S tructuice Vic: 201, 202, �.� Sj 58 , 203-209 F,.. 59,Wail A. 50 W `2, W- 61 W-4, VII -5 62 W-6 63,W-7, W-8 ;¢ W-9, W-10 65 W`-11, W-12 � 66 • W�13 W-14, W-15 W -J:61.6, W.,17 i 68 w1i'8, W=19 r� 6g W -20;i' W'"21 e 70 W-22 W43 71 W-24 a; 72 73 W-25, W-26, W-27 », 74 W-28, W-29 W-30 76 W-31, W-32 ry k'r . ';i a, civ f �pyf. �,!' - • t i pp of '..NN Nv1 n' et1 p t� (-e- y q P MPP"1'lPPPP 4 h I -- MR '1: _,W. .7`r. .'--'.- ._ ii;^.".. '+"aL ji'1 �_t.• .�i; * 7'.".� �r `�`��y}df`i Si'tt 4 7 !-,?.,:•ter+! , .G 't(,,..�''t' TAI e3:—Test strictures gild .measured.dynaitlic. propertie.�oiitinued u, Dimensioru, ft: Natural Suuciurc Na of Plan Construction Tryuenty of -stories, . NS x. EW hngh; Supen[ruc[uir structure, t{z ;Damping, pct dwell 39 i 39x24 Exterior covering Intcrurcaverina Fouttdatton. 15 tet° E N S, f rc9t� n� NS W aiid*ali': ou([able S h dampspct 40= 2 t6 Wood frame •- - bia3mute siding ndin g _. PwallMgia c Full b semen' E=FV ]) . - .42 90x28 -44xJ0 ZD ,.._._ g 5 --•do Stttnm:. ..�__ .».._ 7 I4 dO1 Woodytom147 _.» ---- I'Iasta,and latfi .»_artiaftctsement "m 49 t�` 28x46 1. 25 ___do. du g _ Gypsuosandplaster Full b- g » 8' do do Panel -T 70 g 2 13,6 _do 0 2 ib.6' 198 95' _ __ 114 55x!4 98x!0 .32 21 .» do, do 5 11.9:15.4 S°Gd lmck -d°' 8 5 28.14 ._ do 199 �51 155. 47 - 98 t 87x38 154 15 - _ Concrete block Co - Plaster on brick _�_ - do --- - 4 !0 11;12 Concrete block _ . - plaster wooer frame S. } 155-156 49 36x24 ]5= 41x35 22 27 , _ ». Brick . -` do ;_ - do• »» _»�.. —. - GyPsuto wallboard. 10 1 Wood siding »du It,J1 157-159 - ] 98x 180 M ._do's____oard - _-._do � ` I2515 5 _4 " _ a Yps wallboard ' � "'-'" -36.7.-36.7 157-159' 160 51 52 2 5Ox43 14 28 _ d la- Aluminum sidm ° Platter on lath 18.2.18 Y Brick, :. M»_._ yy Sofid brick 8 -- G psum wallboard , Concrete slab .._.„ 9 '~ 19asteronbricIt t61 162.164_'166 53, 1 37x29 i 16 Full baseotrnt - 2 Wood frim,. and Lath l72J97.200> 161 5! 29x35 I 12x60- 15 „�__ _"»� do . SVnod sitJm Wood paneling __dn: » Met.I, g 167-171, 55 I 3Qx31' walls -----_ -- New . - ct-awl duce »_ Paneling - wane. ` i 83 182 - ]54 34x5T i' 40x24 _ 20 - .: Woad frame -_ Wood Adrng _._»� ____»__ Full basement Wood sidm `_ ' 84 IAG 187 _» Woad frame �.- g »»»_ �do Aluminum srdtng �. Pl+stcr and Lath 1851-192 193 58 I 90:4x31 26` atop Sandstone blocks 8 4.6 Wnehng;' __- partial buemrnt Brick 194,196 54 t 30.5x54 ». and rrnsonry Bridt aril mason masonry Brick and gypsum masonry casement_ 138.149, 26-3,202 60 2 Wood fame __._ » wal.boarti __-„__ Wood siding --»_._; GYPsum tr,Ilbo2rd 263-209 61 54x26.5. 1 285x555 - Continuous concrete, _� inum urn foodn gs siding__: Brricck - SY i 2 . »do _. ___ J _do _- and P 7wood. -- -'".""do yFsutn x 2 b3 343x98. 2 76.8x80 ' ' wallboard Concrese block „_-_ an Plaster _ d° --- ----. Board and bat _ _. G --do .w Wood lid. f'Mum,waAbOA _ S1ab on grade _»» 11 - Plaster - 39,5x48 1' 25x23 -` S 9 --. _ Wooden piers on, 8 dG »_' noard'and bat - s read footings GYPsum W-6 - Sti 7.W-8 S6 1 265x395 r_-: - do, „. _» _ » Aluminum ssd- wallboard _; Sob on grade. $ Continuous - - 8Z concrete 8 — Jo_»» W footle 6 oodenh ngles footings" 3ti-ll.W-l2 - - 2 195x!65, __ ._._do � __ --- __d° :Wood sidiitg '.Wood -block- 68: 69 ; 1', 55x5! 1 i1x3T5 »_____ neling ex- Pa Cnncrcte do . rcpt kitchen ccilin Ilv�rd and;Sat 1} 16.14'-17 - 70 i 5x4!-5' - do - _»» Gypsum srallboartl _ �__ W� um siding 71_ _---do-�» _ .-» .-- -- panels do do i li=:D.W-2I. _ ` 1 23-5x235 2' ` _»� .� - - - Cominuous;con crete J9 W_gs 73 91-5x28-5 _ _ footings - ,Board and bat _ :U�tin'sshed': * 74 clO r pboardanrlm do Asphalt, shingly 8 _ 23 - ! 1 28x45 _plluker - _ Co+xme _. iso ...,_ - W -y6 t 75 76. 1- : 3b -5x39 t 38.Sx'9Q-5 _..,_.»», ._ _.. 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C`i�tr:'vc .dV ...,� `� . � �}'. £, 'r�s�t�'i�`. ��xN�♦� +�Ftr,'`at�w� �_�, ' x Ot .,. at,`y+R'fft'1`y41,SC,r1 ,LV i h• 1 .! q�r.� dr'i�t J 'e q r,+°r r•,. `! n • .,q w � '4 � (ry/ , .,i(�ro✓*trt ,r�,�Ai�wl,'_.s r � 5.�// .rP w,jtr. /� t 4+•J�tR' rr +y < ` 1 1 � " e "' x:vk f '«' � i., 4 wn f !"i{.T S i ••Y lk d ti f. ! J R �� Y .� f 4 1 a Y� r.Yrd'f .t, '1, r �[ �- ..._ VR �i, ,,�. yt�..��N�4{� xde ' L t "• 1,"j lg7li�y�.+ii d !• i + q A' J rrei 2 sE lough to 1 A typical lure near (h'c source; VEL values were a -mined,for structure as well as grourid n f, Structure Responses From Blasting ucture and midwaresponses from p on mine blasting are shown in figui 7, with the statistics given in table thecorner and midwall r,,esponses frc riven blast were plotted against- the coil ling ground vibration components. T: Ontal vibration eoimnonontc dirt ring �es were oriented ,par; walls: since tht velocit I to the structur LJ --- i J urca at eitner the Frst or second Do +r 6 a rD 12 14 46 nr'high in the corner. The Vertical gi DAMPING, Pp10 lerlrlanr structure corner'vibratons were rou as ,expected (figs 33 and 36), The d Figure U.= residential structure dat irping to ,the responses between types of b values. �si8nihcan't Hfowever, very little diffe observed between the l -,and 2 -story s 1111 the,responses discussed in thi's velocity and also to response -spectra techniques., aPplicable to residential -type ='struet The ideal VI;L, is mcirmalized to 1 sec; therefore; woad frame superstructures. ^fhe Vale this penalizes excessively long events 3 dB per aPpI'Y to multistory steel frame stru doubling of duration) and :allows ;hig rr levels; large structures with masonry loa&si for short -duration events. Current field practit a walls,The natural frequencies ` of viE involves the use ofan rms system (e.g,, sound these structures could 6e considera level meter) with either 1/, or 1, -sec time con- than the 4 to 24'-14z range for resiciE and ;. --- - scants an optional filtering; their midwalls. 9nelacrt^ expos,u,ri levels were.determined for �: Thee ground motion VEL did riot correlatE Y 5uuetua aornen', tha' 2 can L. me, dea tion Sl auc Ln ° W 33— W. rr case CC Mraou. any U spot lough to 1 A typical lure near (h'c source; VEL values were a -mined,for structure as well as grourid n f, Structure Responses From Blasting ucture and midwaresponses from p on mine blasting are shown in figui 7, with the statistics given in table thecorner and midwall r,,esponses frc riven blast were plotted against- the coil ling ground vibration components. T: Ontal vibration eoimnonontc dirt ring �es were oriented ,par; walls: since tht velocit I to the structur LJ --- i J urca at eitner the Frst or second Do +r 6 a rD 12 14 46 nr'high in the corner. The Vertical gi DAMPING, Pp10 lerlrlanr structure corner'vibratons were rou as ,expected (figs 33 and 36), The d Figure U.= residential structure dat irping to ,the responses between types of b values. �si8nihcan't Hfowever, very little diffe observed between the l -,and 2 -story s 1111 the,responses discussed in thi's velocity and also to response -spectra techniques., aPplicable to residential -type ='struet The ideal VI;L, is mcirmalized to 1 sec; therefore; woad frame superstructures. ^fhe Vale this penalizes excessively long events 3 dB per aPpI'Y to multistory steel frame stru doubling of duration) and :allows ;hig rr levels; large structures with masonry loa&si for short -duration events. Current field practit a walls,The natural frequencies ` of viE involves the use ofan rms system (e.g,, sound these structures could 6e considera level meter) with either 1/, or 1, -sec time con- than the 4 to 24'-14z range for resiciE and ;. --- - scants an optional filtering; their midwalls. 9nelacrt^ expos,u,ri levels were.determined for �: Thee ground motion VEL did riot correlatE Y liescriptort and mine type Stories, home Equation' Corcelatien oefrickni t 33 gamic strain) or model prediction (such as re. • sponse spectra) �+`ould be appropriate it7 silch >'cases.- " A simpler amplification factor was. deter. mined.dlrectly from the vibration;ijinc 17istories;' Maximum structure. velocities ant their times of " ' ;• Amplification FaCdOT51 occurrence were noted. Ground velocities and frequencies were then picked ofl'�Clte records at Several analyses. were made of structure re- s onse am �iificahlan�. of f,bP �, .,, P the corresponding mon,lents of tune or name- diately preceding the time of the �c;iic i s g,r ani i�ratons, w ;liui`�,.,E cif ltltlies structure motion data 1. structure vibrations. The ratios of the twee Velocities are ftp were analyzed by 1lfurray (32}, Langan (V), and plotted in figures 38AO against the frequency Dowding (13) for Fourier transfer functions and of the corresponding ground motion peak. Ant- 7v^, response characteristics. They discussed the "ghost" plification factors forthe racking response ofa 1 -story and a, 2 -story �. problem' of resonances (dividing a,small 4I% apparent response in the spectrum of ti7e Struc• structure are shown, in fig. are 38 Maximum amplifications were found to hire's motion by an ey' smaller spectral value be associated with ground, motions between 5 in the .ground motion). I, and 1: Hz, as expected from the natural reso= SV • 0-04+ 0.557GV SV . ,075 + ,553GV nance .frequencies -of the residGttces. Because' OA84 0,090 NA Table 4. ---Equations and statistics ffor peak! structure responses from'grounld vibrations liescriptort and mine type Stories, home Equation' Corcelatien oefrickni Standard std, error, NormalizedTME error, In/see uoC MuJ, SV senus Max N'GV -•Point. _.; CoalDo •• I Y SV • 0-04+ 0.557GV SV . ,075 + ,553GV 0.936 OA84 0,090 NA t� . Construction All Alf SV`+060 + :559GY SV • :136 + d230GV 898 J ,120 ,174 NA P 34 70 Inm tinge All SV 052 + 1.D76GY , - ,599 ,894 ;;! l7 .284 190 2 1� • AAlili I 2 SV • 0,87+ .435GV SV • ;082 + :561GV 741 862 169 ,228 3 NAP 50 ••+ YerL SV Venus Ven GV' All - SV ,• X84 4- ,496GV 800 .151 197 N4 p C44•w x 1 2 SV • .048 + :77113V SV ++ } 1.124GV ;880 SSS 068 los 26 • Construction D0 All 1 .070 SV • .044 } 1..131GV SV • .112 t ,2300, 892 568 335,6 320 NAP 62 2 All SV • .090 + 4529GV :859 .127 +235 S8 Au 1 SV a ;054 + ,424GV SV a 035 + `115 ,741 .905 195 ..271 260 8- .. .., ' - b-11 int Wall SY 2 All SV • + 998GV •707GV SV . .079 + 9 96, 899 .208 .364 990 .230 406 NAP NAP 97 renal Max.N' G. S 0 P l6fi Coal ». . Do t SV . 154 + 1.35.. .153 246 •' 2 All SV . + 1 6360V SV .. 1.5 4GV 920 •228 958'. X989 10 47 3 ConuttKwn Doj T .146+ 191 + .900GV 918 754 121 ' '337 NAP ' 100 I • All SV • .170 + :928GV FV 4469 + 754 20Z •268 NAP 7 v ,ry nn........ Ali All i275GV SV a .025 + 1,106GV 324 ,886 194 .202 371 228 12 15 Aa li SV • ,029 + 2,546GV SV • .196 + ,904GV 722 868 1�7 99f 3 13- 19 16 'All1 AA •218 + 1,181GV SV ,776 9A2NAP x cal ungIt home+ All . 417 + 1.002GV ",809 49f S7 NAP 82 159 Mast -1 SV,renu1 MaxH GV H SV Venus H GV 2 7, w114 + +472CV 894 :114 161 p Hz SV versus HZCV Mac H SV vcnus Max VEL H 2 SV .114 t .472GV SV •. .019 + +370GV 894 g00 .144 X9J 161 14 NAP 35 "i SV Venus VEI I1jGV 2 2 sY • A28 + 2.46) OV 812 1139' ,161 S? h SV re4W VELH GV » MaxH SV 2 SV -i' ;128 + 2 451GV SV i; ,057 + 1,569GV .812 854NAP .189 119` ,292 Is 37 aenw Ttc%I (;v Max HSV versus VATVS 2 SV • .t10 + ':299GV d89 14SY8 !3 NAP 58 GV :. YenSV veisus Ven.GY • 2 2 SV • ,.158 + 6716V SV • .140+ 1.119CV 769 .411 ",276 Ijjp Max H midwall SV ;versus ,852 .403= 472 3S MaxH, GV ....... - Mids+all Ht 3V veno# Hy GV $ 2 SV . <.12 .) LSG7GV SV 905 .428 472 MidwaB HZ SV rectus N@ GV Max H SV 2 •. .151'+ 1.567GV SV . .514 + 1,517GV, 905 830 .428 431`.: •472 1VA P 28 28 Venus PVS'GV .. -------•a—. 2 5Y • 1092 t .267GV 781" IYA 164 IAV 26 NAP '• Not aocl"hln. k.- PEAK GROUND VIBRATION,in/see N. Figure 83 --Corner and midwall responses fora single structure (No.'I9). Symbols, ;equations, send statistics are given in able 54;' ii'. k1k, tl M 34 Mgt'. m k.- PEAK GROUND VIBRATION,in/see N. Figure 83 --Corner and midwall responses fora single structure (No.'I9). Symbols, ;equations, send statistics are given in able 54;' ii'. k1k, tl M Mgt'. m _m M uF w m ,t ,U 0 m M !! di 1 �r� C' t k.- PEAK GROUND VIBRATION,in/see N. Figure 83 --Corner and midwall responses fora single structure (No.'I9). Symbols, ;equations, send statistics are given in able 54;' ii'. k1k, Mgt'. M uF ,t C' t Z'. O. Q. CO lit V . D a f-. h Y. Y w ,a t~ - SJ u t, 0.035 !Yp rr Quarry - .030 Mine Mine � 1i Quarry " •• Orr yr. t. azS CY s y 139 ;tu ;" 07 .02p 4jat ,n` u.i Ld 01S ✓ s c t.. a 135 0 a .010 .� 131 fJQS KEY 1s be. .,r. � Cor er n , or structure 127 �7sitlr ,;�.r __ ._� es ons' Mid ons 11 resp' s 12S irucle 120 0.5 as I 0 46 2:0 "PEAKNO�OOND VIBR��j'ION lnlsec Fi re 41" L •—CrouA »if ' , vibration ,and response, in airi last that procluca: equivalent frame cesdenfimtl < .strucQu a mounts o'f structure. ,r r�es� r e .i tr /1.74S<l S:f' ` .r y� - Ty"i+•`ilm 'Si "'V �, y�, � • .i`r"� t .r� �` ;rl r r t r � I �""'j0•�+t ^,� , - r - r�ir \r r l4 , rr 1• ) a , '.� - iti r r p r r y '. 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'Ys'�•� 1 rc• yf*rf� qtr . t•J 1r �•, .�,�.• i Gr �� .�`{�r �G-+,ray-. j • ) •jzi '• J�r'.1 , 4 of ••Yx: =,. � 1 1 i � , • $ �..:'r . - e 5 t, � M ,..L J' < , rt: r R+S'.:7 a Lr 7j. ) i�ti,ri 6n id _•! r f 4 1ft r - r r ( 1�r. yat d W x.ri� rIY �: ,: r1�A'�n i�k!•�.L�''"`"�+� A,.,�7� , II a ... ... '_ �.....,...._.....».ru.u,w-'w+.rx-.,-.KI .MN-'.•!.!/x.../.w.w. N.hp ..., sa. .1...+rrtW,Y�io .'fx l,. , 41 e '. Airblast Response Structure Responses From 'Everyday Structure responses from airblasts and sonic Activities booms have been described in an extensive Houses are subjected to a variety'of 'vibrations analysis of airblast from surface mine blasting and strains from human -produced u+ansidilm P'! , (46). Levels of ground vibration and airblast that and from slower, processes' of settlement from produce the equivalent structure motions are in figure 41, based on mean observed soil consolidation ands ranges in both clic house and from natural envlron.ttlt»nttil: in, u- shown >.tesoasesP . The airblasts are those 'mea"sured r ground ences. The Bureau of Miries has measured strain . , with 0.1 -Hz low -frequency response systems, and vibration from both human. no"Vides and Typical 2- and 6=Az:commercial systems would from five mine b4ists as the beginning; Ota'study t give airblasts with sound levels ,in the range of on fatigue effects ln, s residential structure. `M 1 to 5 dB lower. Airblasts are relatively strong xs sources of midwall vibrations and poor sources i of corner racking) >vibration, The test structure and plan view aXe shown ". The airblast levels producing the same amounts in fr ures 42 and 45. Strains were measured at in g of"corner ration as 0.56 in/sec� ground vibra- critical places over tvindows.and doorways using; ., tion are 0.020 to 0.024. lb/int (137 to 138 dB). gages developed from a Northwestern Univer- Relatively, strong midwall vibrations are pro- sity, model (11). The maximums'of the three Iasured doted by airblasts, with only, 0.007 to 0.009_ Ib/ strains in at each location are given in int (128' to 130 dB) required'.. to produce wall table ,5, The maximurn rinci al strains would principal vilira"cion, equival.Pnt to that from 0:50, in/sec bc'slightly greater, Vibrations were measured iii, ground vibration. From these equivalencies, air- low corners, midfloors, ;and mi walls and high blast appears less likely to crack ,walls than for both the blasts and the other activities (table ground vibration, as cracking occurs predomi- 6}. ' nantly from shear and tensile wall strains that are produced by shearing rather than bending. Surprisingly high levels ofstraiin and vibration Airblasts, however, are often,responsible for the were generated by the human activities: Com . secondary rattling and annoyance effects pro- parisons between the blast- and human pro- duced by mid��all motions (perpendicular to the duced effects suggests that house superstrlic. planes of the wall surface),. tures are continuously, subjected to transients :..mine and quarry blast- Differences between producing localizedstrams equivalent to ground + produced corner responses are. not significant vibrations of up to 0.50 in/sec. Additionally, it in the critical airblast range of 0.010 to 0.016 lb/ was found that effects produced in one part of ins (131 to 135 'dB). By contrast, the midwall the house (i:eq, a front door slam) could produce responses are very muchdifferent, probably .' because the relatively Tess confined quarry blasts significant strains all over the structure. No measurements have yet been made on the mw produce more and higher frequency airblasts. sonry facade or the basement floor or walls. . 7Cable 5. --strains in fatigue tes struciui a from+blasting acid human activity"" �m �t Maximum strut,ure gran* µiru9n , Per1)oorslams �+�rr Suain !Dations Mine blasts Jumps Neel drops Emranre Sliding glasi Nail pounding 1Qking Over sliding glass door .. r bier south window in muster bedroom 318"22 g13 24 42 9,2 20 13 12 12 ' 19 2 S6 21 9,9 28 2 lbw 9.1 Low,-, Over large doorway in living room r" yJ" s2'JS'I1 s 30,43 �T 13, 11'1 3,8 21S 146 ruin+ 92 loN WW Oove verepitironrcicwdoorw:..«..... .....«.. R„- t Froth peak ground Vibration of 0,906 Irdsec; 129 dB airbiaif, `, t From peak ground vibration '• s From p�e>ak tk ground braoijnd or U 2101n1ser, 124 dlitiiiblasb j tion,tion or 0 470 inner, L&4 a ar t 11 o� $' Qr r , From peak ground fibrationofA,320 in/ier, 125dB uirblaa, Pal y a p� 'ntjr i i> �` 1” ' 4` Table 6.--�SYjuoWie vibrations ars test £afigue seructue iron �r binstt'; and bill activity Vibration location blazimum ilrfrelN,o lIbratkrni, iterre� NW'comer, I6W horitontat.living room 1 Jumpi Reel dru l p.. Dunt tlaiUs Enlratite Slldlug Blau Nail hrmmetin tU :3) NW corner, tow.venial living rooms 0.19U QU35 11,2,0 0.1 Jt N'tilking NW comer, high,horironW living room ! 31G 57711 Ilfiti Ili i20 tl.lUO 0:035 r 313 SE comer, low horizonul master bednuom 227 :197 .260 tl41 1110 . Il10 180 » SE comets low yenta) master, bedroom -south t+ 1.222 19iN 910 .159 4182 ,164 .064 ,90g 1034 137 id r$�t wall, muuer bedroom 194 28G 196 12) l29 fid It wan, mastet bedroom t.70U lAWsiest Wali, living room 1.44 2,G9 789 t:2{i 198 , 118. �� I. 12G 223 �l 1951 Midlloor, bedroomr , Midfloor; living loom LW IA2 .486 05: .11 9.81 •2 .0 8 u •• .....�; 1181 from peak ground vibration of 0.476 in&,,, ?li+dy'jrbla�i, From peak ground vlbm"On of 0.920 inhec, 1 4 IU,18 �r'f 4:18 5.84 1 437 .272 {9GS; UG3 '007' - 1.99 .286 From 125 dB airblasG s From peak ground vibration rj 1' S. From peak g of 0500 in/sK 1"9 d0 airblq t. round vibration of 0,290 in/-. 124 d0 a rblasu (( !r a i 1 � I h I 61 1. 43 FAILURECHARACTERISTICS OF BUILDIhj0 MATERIALS Most of the damage concern from the rela- Strength tests on ypsum wallboard and plas- tively low-level blasting vibrations involves cos- ter are surnmarixe�l iitaable 7 lneluded are tests uretic cracking of the interior walls of residences. with and with paper laminates, preloaded Modern construction uses interior walls of gyp- static, and fatigue torts for various thicknesses: Burin plaster board (Drywall), with a covering, of, of boards, Initial ,crtwcking couid be .seen on un - paint, wallpaper, or a plaster wash. Older, homes covered plaster but was masked by the laminate often have interior walls of thick plaster, over paper on covered wallboard.._11 1 wood lath support, The, strength .of interior con- Leigh studied plaster panels subjected to sim- strue tion materials is riot well' understood, ;as Mated sonic booms (28). Innis fatigue stud), he they are, not explicitly used as shear force re- found only one failure out of 13 panels tested, sisting eleme11 nts and homes tend to be nonen- and this he attributed to the experimental de- gineered structures. However, !it m evident chat sign. He also performed static failure tests, - rn .t. - ----- - ---- •- r----- tiAi:........,.,,..,..0.) .......... .... L... ...., 11....F .. 15.imn acting in ;the planes of he walls. Early Bureau of`standards work on the strength of;construc- as part of his study ot; damage trom blasting on the A�Iesabi Iron Range in Minnesota (57). His tion materials is discussed by Beck (3),.� is the only £ailuro strain measured: under field ITickness, in blasting. conditions. Wiss related his measured GYPSUM `WALLBOARD FAILURE strains ;to peak ground particle. velocities and. found 'that lad inlsec: corresponded to interior Gypsum, wallboard or Drywall consists of a 5/e strains of up to' 50 µ n/in, with 15 µinlin being panel of %4 to -in -thick gypsum plaster with a typical value, Drywall failure strains were also .1'paper Laminate covering on both sides. The determined from laboratory tests of samples re - 0,015 -in -thick a er contributes read to the P_P greatly; moved' from the structure, Failure 'strains were '. strength 'o£ the board and'conceals cracking of very high but compare well with results of Bu- '. the plaster core. reau of Mines tensild tests on Drywall sections. s - +, Table 7 •-Failure characteristics mflastele and sum wallboard, Authorand type for faUurcl Strain, Itiarin stress, Iblinr hiatcriai' ITickness, in Preitraim µinln C}}tics to fa0ute .end Lay�gh (28) Tensile 460 3U0 Plaster beam . NA 3Y 0 0 static~ 1, IJo Do, ....... .»... .. Mins and Nichols (57):. Tensile ........ 965 260 41;290 Soo 200 r920 Plaster panel .do ............. .,.. Gypsum %t illboard with longitudi• 4S; 0 .9 10,UW Static 13,990 �IM60 x650 nal section do qtr' 0 suiie, !1,100. 34700, 3115100 it, 0 Stair. Do X580 •do do .... ...... ...... N. 0 Static, Do....................... .......... f840 Gypsum wa`Ilboard 401 tr.1115mrse 31 A static, section Da 33,770 3785 do 0 statk. Du f910 7380 do . 0 - Static. IIo 12,400 1580 do .... 0 static; 1k In situ 1> �ng an� Bet k (Il )' Sherrs 1;162 NA' NA- Gypsum M4Ilboard ... ..: Math paper NA' NA Dlasung. 'SO fem ved�rc C I+apnawallboard 0 1ta000 '.... Y . 80 NA. Do .. 50 NA do 41 0 1BAGO Ds 76 NA NA do ;w 4`a 26 26 330 1,900 .. .. 36 1940 NA ..4.dd do 4b ft 26 26 8,500 Stasic, "„ Do !>1,400' NA NA Gypium Mallboard da }t Oi static, ..: .. Butsf Mints (this uudy) Ten'o sile111240 1175 do : Xb' 0 Sulk. Do !3,400 11;420' 1285 1170 .do a : }Y 0 simile, Do Do 1S';2I0 1250 do do . s77tt My t1` 0 Staiic: static. Do , T190 do , 3b 0 static, ,' . . 3,450 1230 tlo :: 0 static. IShear� .; 11y445 R 3,000 '11,450 193 do .»; N W 0 0 Staiic, Sutk, Do ............ ........:.. !130 ...+do ............. ........: 44 Y investigating feels Beck sheared gypsum panels to failure; while The principal failure strains for this stud " both fatigue behavior and the ef- he two po��► fronn Wiss' study are plot ed in ' of preloading (3,11). Illost of his tests :per per ��"ere figure 44, along with observed static failure lei:. commercially cast panels from, which the pa- els. large variances are shown for laminate had,been;removed after half hP nt ywall; core found that failures e. ,, 340, Which can be - 5,000 cycles the panel w uld hail at about attributed to a cperirrL200 oad the tnaxtmum static setup p, moisture strain that corresponds to differences, and method of strain deterrnina-- failure. Beck also found that preloading ar' re tion: Additional fatigue testing 6r ►)finding rima-', prestraining reduced the number of cycles terials is needed, urred :for fa 9 fail and, also ,the -failure strain. 10,000 IO,000poper ol000 failure << '; 2400-4,700 Drywall, uitjmate failure'- r I,� iK.,New 'cracks,:beywal 1,000.. YN' CC 340.-.1,200 Drywall core c0Pen'ing, butt joint brywoll. failure Co Mir•. - -� 130 paper-strlpped DeMill, edre only New' cracks,;block joints 100 1,000 cycles -1,800 cycles �` 60;000 y,;:•ye :.Gia@k1 jsinis %00 cycles 8,000 cycle 18000 cycles O Blastdotnoge93 KEY` L1 Laboratory-strlpped Drywall faigue tests Laboratory=stripped Drywall fatigue Tests-Zc� pct pr-esfrato Laboratory+lock. wallfatigue .t 100.1 10i 10x0 . PARTICLE 'VCLOC'tTY,/seG 100'0 Figure 44,;. Failure strains for'residential,construct'on materials from 'a' var`iet of s 17 (tables; rind S). Y , ources I, I 1 R• r4 AAcc Y and The ultimate tensile failure strain for typical strains atthe mo 'ed in gyPsum wallboard' appears to be ab' 1,0 al measured e. rtarjoints. Crawford _and Ward e lev µ ( ). ui 1 I core iia S7 Assum n Put that were `'!0 time�vels across the mortar joints pan be of 10 corresponds to the space above doorways (9); +t those on the adjaeent bli�eks isture or large windows, a -shear deformation produc- Cracks a s ppeartd in the mortar joints when ing a uniform 100 µin/in woejfid be potentially, strains of 3U µin/ tl were measured on the blocks, ma damaging. Projecting this over a typical house consistent 'ti+ith l�lortltwood's values ' e wall length (30 ft) gi4%es peak .differential dis strains across the 'Dint ( ), The placements of approximately 6,086 in. 1 S were 800 µln/tn, These Complicating comparisons between different c"racks in the mprare tent with the observations that tar Between the blocks or bi�irks studies; is that some .measurements are made ` are the first signs -of damage h anasck o Craiw• directly on the test specimens, while others are ford and Ward rccomn,ended particle vel rai g can differ by a wide margin. g' p y yr made using the machine latens. These values as an index of dainri c rode endent of masonry yP t e with failure at 3 in/sec measured radially MASONRY AND'CONCRETE FAILURE t° the blasting anti perpendicular to the block surface Thls corresponds to surface strains of The two Canadlari studies of blasting vibra- 35 to I I n/in on the blocks. hionolithia .con - tion damage included measurements of strains µi cprete; on t e other hands `did not crack until in basement walls of thick tone and mortar (ta_ article velocities exceeded 10 inysec and strains 'ble 8), Edwards and Northwood.(16)Lfound d - of 100 µin/in. Even then,; the concrete 'cracked namic strains corresponding to init'ai Cracking at the corners of the boic. This location of crack - of,> 375 µiri/in and permanent induced strain in su panding gas 'pressures may of> 150 µin/it s Later measurements by North g ggests that ex have deformed the kiox and cracked the concrete wood found very much lower cracking thresh- at strain concentrations in the corners. olds of 45 µifdin (38); The measurement of strain is a useful engi= neering tool. It may Crawford and Ward studied masonry crack- y provide the most appro= ing induced' by blasts' .in an 8 by 8 -foot block Priate method ofassessing crackilYg potential for and poured concrete box filled with sand (9), instances where locations of maximum strains They foundthai poured concrete walls were can be predicted beforehand and material fail- " . much stronger, than block walls and required; ore characteristics are understood, 'sow high levels of both strain andparticle velocity to induce cracking. The mortar joints;of the con- Crete block wall failed at considerably lower, FATIGUE strains, but the: blocks themselves had the same A very limited amount of work has been done; ratio of strain to velocity as the concrete walls. on',fatigue or;damage from ion -term Thi" walls of concrete block and mortar did not blasting: For engineered mac -terns act as rr onolithic bodies. but' as `concentrated trengchs are ty scall a s` t repeated: r g fatigue P y ignifiCant fraction of the ultimate strengths (e.g., if pct). 'lC'able 8 Failure of masonry and concrete - gineeringSRes ar cU ora onginI ts, Civil En o- (CERL) con ducted,a fatigue damage test for th Bj 0. ,1( hylic, 1 do �, NortliwoC ward,( tu'kall. (radial) Do yi rya°C�, Plocit µInto ;n e tireau of ,. •lyp�br Mines as the first phase ofsa full-scale. fatigue truktrig study (5¢). An $-foot-square ti6►: by $-foot-high test , structure (moue! too built on the` CERL m) wa; 12 M:lent •-••- 1150 9.1 by 12 foot biaxial vibration table (lig; 45), Threshold, no, 'his structure repiesented 'residential mor "''°' " a typical room` with• a -foot doorway and two window 73 s .' openings It,was constructed of 2. b "°"t' wood studs and 9ta-in Ihrtshnld llboard. 8 to . thick sat i w i;�"off ,Jolts were, taped and' finish dpn the `standard 6A ' manner with metal beads on the outside' Cor- t: tiAP' 101 Threshold, ners. Do "°' The vibration simulator 'that All the r06afning arc dynymlt.,` shook the base was programed with one ot.ti a horizontal Com= . ponents and the vertical comlaonent of an'attual ,xa i � L ��r c SAFE N LEVEL VIBRATIO47 w. S FOR RESIDENTIAI STRUCTURES There are a large number of publications on able. Using an ive " ground vibrations and blasting; however; few viat ons from th mbar of standard de- contain a dual observations of damage and cor- frequency datamcan of the high- and; low- : t In162 responding measurements of ground motions. differing safe values`I#�atel ,.F ,`the Bureau of Mines published R15968 rivation of. 2`, Would. give widely . by Duvall and Fogelson (I4)'. This was a sum_ 'titi ort a two cases.. The de- M mary analysis of the three existing blastin dim 0 , dcv'ts the safe level was based on 2,Q standard. .fi age studies, ono- from Canada 16, on mean of all the miner �9a ins from the 54 uilsec. Sweden 2ti ( )� a from for minor damage tverc Outside Five values d rd ( )� and data From )Bureau of Mines + ,• c" Bulletin 442 dating, back to 1.942 (51), RI 5968 deviation damage enVela a (ata rox mdt litwas revolutionary in several respects. ,$t rec- 1.2� 1,36, 1.24, 0,75, fir; q ely g Bureau of Mines shaker tests 2h t/onl all from �, ommended the use of a sin to motion descri N . : ,< ys n lace. of displacem Y aAprox- f , p p p- imately modeled tr t»tent blast loads Sl; . T he �. for article velocit i a orad acceleration. Based on the use . particle last, of these values ;tivas dropped ;for statistical' {r velocity, a,single safe value damage criterion of p reasons Because .2,0 in/sec was also lower than:` 2.0' in/sec was recommended,, which was fie- all the individual major damage points, and be 7 quency independent over the wide ran a of 2:5 cause it included all actual blasting damage c[ata 3. 4z� . to over 406'Hz g it was recommended as a boundary be r Xn I971„ the Bureau of Mines published cul. damage and nondamage. letin 656, a comprehensive summa of the The large amount of scatter in the summary E many problems of blasting, includi'n analysis at low frequencies is u uOn� propagation, and damage from ba h ground ural strain states, Theructu undoubtedly caused r,r, vibration and airblast (37). The roun by the presence of structure resonances and in- g d vibra- also result in large dis displacements atitnc nd�crains s - tion damage data in Bulletin 656 were those col_ and it is;strain that uit atel rod �` •# ; ]acted for RI 5968, A single new point from a Rl 5968 had n ) a. Y p uces cracking, fir, • study by Wrss (S7) was 'included, but no new separate analyses of°the 4 ; statistical analysis was conducted to includes °L presented sufficient data for , ies made since the 1962 t•eport, It later became one of tivblasting. low and hi h F cud- cies because it was based upon only threestud es, �� evident that the Bureau-recommended vibra- hick was not blastin .Since t! !ia''e�: tion it was not applicable under some becoitie availahle ane g ie 1962 report, four major sets of additional data have ed i/u�- _ "^� conditions and that dams a as occurrin g below oeco , vibr.r- `r " $ w ludin ` new ,'; in/sec: Consequently, in 1974 the Bureau of of fined. from Bureau ofMrnes researchgTdata f; pp +• hiee 1050 Mines started a net program to examine dam= g y ' data that h g dam- Points each, ranging the total number of rel - er stdies have su hed a few new dams e motel a e from blastin .This included" an analysis of vont studies to 10 (table g ,Dir f 1 2 to; had become available since 1952, and e r, d,nu- i" also the collection o£ new damage data; partic- a ) e" statistical treat- *= ularly from large-scale blasting 'operations in nient of the type used in RI 596$,-;probability Rc�cent nalysis, and response spectra analysis'were all Its .rlso ,','coal mines. applied to quantify blasting,damage potentials: .ing of , to ! r)5 . '" ,t , Review of the RI 5968 indicated that low-fie., oration ��: quency vibrations e, PREVIOUS DAMAGE STUDIES ( g , 2.5 to 40 Iiz) were a fewstudies have been made :ahat a,ot'pe �a: significant problem and iequired additional; doted Baca useful for d` mise of it study; such as response spectrum analysis. The olds and ro actually pro- restllts a of bath hi h and low-#ire C tuieslitiea Of damage Req f thr esh- tele vc - 2 0 in/sec safe level had been based on a mixture ` actual ecru etermu�atron bob' ' , g quency damned wired are �y near enough fo blasts for da.'rrt- cor:rc- Consequently, the inferred 5-pct damn e" rnb g ata, age: and careful preblast and poseblast inspec- ns�, l(l- ability was somewhat artificial and depended on caoiiss` All' homes are cracked from natu' atliet the relative amount of each, kind of,data'avail- es, mduding settlement and nal of humidit panodic changes i1'rllw ?Th tterm,dar�iu �ixu� `tempetaiure, and ywind. Moil mOrS• 37, Jri to rarer to mocking f eithtiC�tnIn (It mr�ioriuprt en �udbre Wall oil ,M.26 tUTe changes �rC, n0[Ql'iOliS fOr ilk:pedal naWre qf:ihe damage is discussed in later: dahOn Cracks (e. f CBUSin faun �fand in taws0); however, It is undeNlowi th'ai ihr observed duff qe ceren u g ram [nee rOOiS): The r1'idths an ;wsmttk and mikl rKiSl tttcrtl', end that,, the �tirinurat tnteKriiy orrf�e hiT, tq of;`Old Bathe launnber O£ Cr Ily and often dall'y;. t a rwi beir�g,9un& -CA hen howe acks -continues to ijn crease with a e in t o bla $ dependen' f sting. . .� _. -- _ .._ .. ._ .. ,a .. t w'__ ., �::..: ... ..:.:.�_.. _.:ta�..�...u.+.a:.-. �:r-,S_.-,�..max-e,cus..w...:>ua:Cu�s>_.,r3 s�s2. a�i..Yi_••...�r..da�.. ..�_ is Table 9 --Studies of damage to residences from blasting vibrations + Damage observed. uniform classification Sissdy Datna�e. classifications . Types of darptge Cverl urden tyo- Structures studied Distances to shnu, ft Shmi sires. Ih/dcfay Frequency rang„ tiz Tota[ sho!s Non-" damage Threshold Aiinor" A!a}or Instrumentation Thoencisand. Windes, Bu• Thresholdand' Muir Tacks None '6 "None None. 4-40 1163- 103 26 34' U Dislacemmt. p mu_:of Mines ' minor., and fall ofplas- der: and stand. 1, to 3 story: IangeCors Wes Afinorandmr- _=.do_� -- Rock _ _"'NA Nk NAs -08-426�• 105 57 0 32. 16: NA terberg. and Jon, Xihhtrom {26). Edwards and Iaorthwood 'Ihreshatdmi nor, and major Cracks -in mr- sonrv. bricks, Sesft, srrtsand -vitt: clay 2U rt G total-- 4: with 12 brick 511-2UU 47-756 2:525 22 22 6 8' 5_ Disotacemrnt or Muni basement dowii-ind well- -in and and acceleration' walls. tomolidatrdgla- �laster7nscru�n. _ fimuw,._ > _ - -measured on. ' mcusucnt s cul ti1). walk.:" -: Northwood, -: C.:iv!'ord, and , -_ do _-------- .'.. Basement wall dansrge ctusairi, Mi ial tilt and limrstnne over- 6 total: l frame, 1 swnG 4.9- to 3-S1111 -" ms-i,GOtl 7-126 50 51 lU 4 - 5'" _ Velocity, M&1241 Etlwanls B)- and super-struc- Iain by thin till 12•m brick .- ge, gameasured::. base tureplusbase- la)rr. � on cat :: cavils::-.. - mens dannge;fir y'nwrienan& tiindcs 9u- _17trestioId and minor. None ____�." :_ IO quarries __-.: t4 total _;_..___. 7152300 " 86-1266 S -IG 43 i i U 0 0' Displacement reau'of.fines . an rcccicrrtiom' d (5)} - -. Morris and W '17treshold w_ PUSterand,par- Iquarryand I :51onew0i 115826 200-14.066 3.7--5.7 -- 3 ) 2'-" 0 0:- D'upiacement - at�raier - tai in cracks.. - suras a twl - plaster inter -ion, - . mine:. Dvoak5 trchold.i._ ta 4 bk and ma- s0-IrA 2.2-4f 58 25 - 15 Do.:iws: f itvujor cmc ts sad tensessn Whi-and Nl- dsolls (57j Minor Dry U.tnckn._ Global tilt _._.girzinicture. 35-21W Y-83 Nk to,9 U I o Yelaity,51B-120, ' ruhtile hone. Jest" and Rut• swn tpyl:.Z .__do ----- _ ».dn w -.»,_ ttncE.with 0 to ?"'- rt 18 frame str_,o- - '130 INS 1.7512.75 311, 126 29 27 0 2 orsil o'vsr- hurden: " tures_ Bureau of Mints 't'hresitutd and ljsste Dryxall. Varioiis, usually 17 frame struo 4-2500 18-2,606 0.5-7t 225 •6TH 2}` 5, 0 Do. new data. minor, and;ntasonry, -_ cracks. with sail, over- burdenL turas,iL . 1SbrEcriots. , + a ilravatiosi.in tick small sbuts_ s PredummandT 12 to 26 li lord: in c data: Phos"" 1 at 5 ft - Mostlyy>SU'lii . NA Noc ar{ilahlc_ , Wiss and Nicholls (57) examined the blast acteriscics, the damage characteristics of a single well-can S residence on a soil type: similar to that ti a'seC`tong, 1�"iv-frequency wave is far more tit',il of earthttuake ground tno- of the Canadian studies (16, )8); Their sin le ons than off 11,. damage observation was 'from a very high par to detertni `tsteng, As nr.y preblast surveys g Were available, tl��itnake causation vas impassible title velocity for this damage-resistant, rubble. ` ne' stone foundation structtirr with , wall. This point was shown in theSumma Dry- cur Y, J Wall stuc.Yied inasonr}structures in Mer- Bulletin 656 (37, fg 3,8) for comparison,.to the anti ,concluc concluded aliattth yatiVelreate of cracking i other three studies,. 'higher during fiches of biasing, 1c concluded that the nuclear Jensen and Rietman measured vibration of blasts at 33 ta'�g, lam, which, produced e u a - fects from construceion blasts for the Bureau of Mines (21). The goal Was to collect response Data title velocities fab ,l to 3 'rnmdsec, were g Her I I g 4. to 30 cracks {y concrete iilock'structures over x for'residences from small-scala excavation: blast» ng for camparyisons' of the relative responses the nate s l,As f she Sal O'acks/da (for - structures Y (o all 43 from shots of 'widely differing frequent ch ar» -mon study$ there were no direct damn le observaAions that could be at- and Damage observations were also made, and Spect6c e�:, nts. Also, as 'in the tribu'ted to 'thc'f� �. the resulting values were use y Salmon Study! , , cific 64'- nisi hint as shot wa g din this stud .One y the ole to t-jes were he foundation (5 ftj that of character similar to ta:leseisn7ic viFratons a , damage was. caused b i- x permanent ground strain, that is, dispersA�d to lon d rations, and domi or inelastic effects., TirS value was not used in Hated' by low-£i'egtiency g irface waves, ,Even if ,; i •, the analyses. the damage ob4,ary ie CY 41:1 ause, w the E v +n Two recent studies in `Sweden became avail- P ovid�;s no reliali-levins'ght into dams e blasts it r f a . Y "clear able too late for the analyses in this paper (4, 6). P � ronventia.na^ They involved structures on solid rock, and their ,, Potentials fror_ i blasts. Nelson (36) y damage observations agreed with previous monitored craci widths in six of the Mercury 1. Swedish results (26). Bergree described a zest structures. He 045served than T", of blast damage to a concrete, and 'brick r poring interveNn erjUU& ck Width changes a �" g .P m wind; tem den, (4); Shots were tti the range of l to 50 rn eg tore' sun, and `hnmidiity variations] rcierc distance, and the loN�est level at which damage lar er than those attributed to the seismic events, was observed was 110 tnm%sec (x};33 In/sec), $: g- gling also discussed then_ trict Cerman DIN-4160r The Rulison + . Standards; and British 1]T (1970) Standards (1 kilotonuclear. shot also pro- vided damage,,rlata whero the'event duratons (appendix Aj, Bogdanoff described a house'of (°£ 5,5 to .7 sec; ,were sarn'�what typical of mine siiftilar construction; "also directly founded on or quarry blastic; 4 graite- p'er4:;encies ti►ere rob. ablyagain very„raw beG�aut �' P distances less tl an l OQ m6 hindicated nround s 'athe o distances As tivit h the other, �iclear bla t sttidi'es, *' age b'dlow a veraieal peak particle velocu a£ J0 no Preblast ins4 ectians r��id' bren made acid;: in set. They concluded that ;30 mm/se'c - . crack ohservatio�� E” safe for this structure (and Bolo were, h �- on Postblast eval nondamagngshots occurred ai'this level cations Schotl.i su,,vsey i�E Fve nearby towns, g gY), since rxiany found d image aatiosi,u> fi pct at peak articl 3lie Salmon nuclear .blast generated damage velocities of P e G.- and complaint data (39}, as well as the structural 0',9 to 1U'7 in/sec, based only oil panses discussed PreYi,ausl S .The da ,' ppstblasr inspections. This" is in fair agreement with the >�tireau of Minet� suttimary blast'ciam» observed was at large distances and, occurreCl'at Sc Y (i mage' age i:sults discussed Iater'iri' this report. lower levels. than . -those ,observed for blastin � � . ; . �{andley nuclear blast Particle velocit holt also studied rice a� ave g and other sun�lar events iron complaints and proximately. SL ymm/sec linaH tt esburg 34 l:irt er inAHe P dainans (and crimr lain 1.'tseudo absolute accel- away from the blast: Complaints about;dama e' were: also ver ge of Very low Fre "enc ratios for these events complaining `Y h1gh' with 1 Pct of all fatrilies p gat particle velocities of 2 ;nymisec q y g1ootid miction, in the range of 0' 25 to 1�5 I I�`� determinations tit'ere (0 08inlsec) and 10 pct at 10 mm/see (0 40,in Madeo£ damage claim vak'idit,y,, sec) rLit'tle justi#ieatian exists to a 1 in r sieves describes darnae to a sing!' tonere_ to A, Mon results to typtca! mine blastn As dhE dama ant file re' sidencenear'aluarrY (1,7) :TheBrst cussed in thesectonaon Ground Vibration Char= ge alisery d. was pia "teff rracls at 60 y' s(2,35rnIn Il���.1:�__ l3C.ia�lwfrr , uv :old s 1 101t5eS shapes_ d. lly dif: EXIS'X ItG S'T'ANDARDS' 1+(JI VIB11tA''Ii'�NS' nd for 14t iigher t were r fre- A variety of vibration standards are `in use or x under consideration. They'are intended to re- 1 part of the research ertorrt, in rIhis techbrdtt. ] area. The results ,are often Applied toy � tua'iisns far '. es the !ncies, vent damage to structures as well as to a great, variety of'other objects '(e.g., computers), and removed from cracking j�reat`ttio_n in Twuses from short-duration '�oundtr;�nstnitte•'d also to control annoyance effects. Establishing w. safe and appropriate levels for allsit xrabra- tions. For this .reason, existmn� ^ blast vibration .8i strut- 0.0'14 ,Veil beyond the scope of this study. However t` standards and reported vibrwiort tolera,n,ues are presented in the section; on, 1iu�taan Reponse of tak- y these blase vibration studies represent a major and in a endix A. pP .� ration ' air J } , M. i a ai g e - tits r-' flciency, fatigue, and hetilth and'41fety. Their Inde- recommendations for 1 -thin -du ration, events are lever 11 shown in figure 6,0, having been converted from Con- ` ,i� accelerations to particle velocities and corre- not y. sponding to the 'worst-case body orientation +t for a (longitudinal or Z•axis). AII values are rms and tn• �1 - are ;consta"tit panicle "velocities' for frequencies lmain ;A above 4 HZI. Peak values would be larger by;a illy ;t �. Factor of 1;4 to 3 ;The da shmd� part of, t6 lades -fre- �. to figure 60. re'pr' — t peak accelerations in ex= antes Cess -of 1. needs r i Wiss and Parmelee studied the responses of ilia. Rte'' 40 ,people t- transient vibrations consisting of :►cure` damped 5 -sec sinusoidal pulses',(SS). Damping Is (9)i ranged from zero to 16" pct. and frequencies s from 2.5 to 25" Hz. All subjects'were standing on t an "open platform arid�.sublected tc� vertical vi- , i` f Authors Vibration duration, kc :Curve representationt, response detcrlptors, and can't label for data plotted in figure 61 Goldman (lit, Mean sluts U subjea rerpanie: Various body post• tions, 5 ioutces Do S PercelYablc(cun'e6"ll. Do 5' b Unpleisant(turveG-2b Intolcr�ble (Curve G-3), Reiner and; Mel ster `°;fir 63 ` ` , dial vibradon 100 Barely nodkeab►e (cuivci R -l). toxo W Objevionable (eune R-2). Uncomfortable (tuot R-3); - dependent of frequency, when plotted in units frequency 'Their (Tin andtrg xith �cc Mean talon of,SSubatd tespontet tical �tbniion of times displacement (velocity). Barely p —Pu'hk (rune w-1) Do Midnctly;pert ptible (curve Dot ,........ - 'S results, and the two steady-state vibration stud- fibra- 5 W 1,'hreth°Ids. Barely (settepab(e (ttiiri'e W-li. Doo 5 Dntinulp penePtible (curve ►es, are ,shown'in figure Glt The various exper- ter w-51, stron ly perceptible, (curve Dog 5" w -l• Severe(tunaw f►, ,, imental factors for the three studies are listed '. ter_ ; in table, 14. The, reaction descriptors were di% ;bort -` tat ferent, 'a sign of the subjective nature of this kind ""Thresholds" - Etpowro limits af:work. correspond to the 1 sol- responses of the most sensitive people tested. ,filter ___ _ - Fatirue-deenased "Means" are the responses, of the "aver:► a sub- It g il 15 prctieleney"c°°adery ,: �� jeu within each response descriptor category. olitaltx dBe` ' : "t:o ebmlcn Between Goldman's "unpleasant" and ''intoler- able" (8-2 and, 6-3) lives the 150 "reducer! cam-� r es-Pe°ated �`'' °0°ndory . fort boundary", Wiss' and Parmalee's rest:lts ;d a t were reanal)rzed for° duration -of -»vibration ef- d of � fects, with damping,, frequency and duration ssen- t �« ,, being interrelated. It was assumed :that the vi- "'nge I to �� too ' bration duration is the time during which the FREOUE M HC vibration level exceeds 10 pec of the peak 20 ibt'a- 1!igure 60.—%iurnan tolerance standards for .(— dB). The following relationship ivas derivedr Irilan^, at 'to rms vibrations .exceeding 1 -minute• duration 0.367 -. ibra• ISO 2631. T = f-- -- + 0.0 18 a" (IS), produced floor motions. His impact tests con- where r'is the duration (ser.), f the frequency ' sisted of 3°to 5 cyeles otmotion at 15 Hz (the (Hz), {� is the damping ratio, and 0.018 the av- floor resonance), cr events of approxirrlatety erage,input "rise time (sec). Application of this e. cl► :. 27Q -msec duration. 'His "disturbing ,level mean �: luauan to �N,iss acid Parmel'ee's test ons allows in of """' "' `t„ was 3.5 to 4,4 in/sec, or over 5 times Goldman s durations to be Calculated for the various reac- level ' steady-state "intolerable" level of 0.77' in%sec at ,ions that become slightly, frequency dependent ;ible" F; 2Q Hz. when plotted as particle velucities (fig. 62)„ and els at: The International Standards Organization very much so when plotted as acceleratio:as'(#ig• 5 pct` •- (ISO) published tolerable. Nvels:for whole body 63). I and i vibration in 1978,(19). The: scope of their stand - 'qf these rlhet and included durations 1 min and lang:r, frequencies of 1 to 80 Hzl three -axis vibrations, Table "14. --Studies of humresjponse'to J'4" and human tolerances foi; comfort worlp w,f vibration g e - tits r-' flciency, fatigue, and hetilth and'41fety. Their Inde- recommendations for 1 -thin -du ration, events are lever 11 shown in figure 6,0, having been converted from Con- ` ,i� accelerations to particle velocities and corre- not y. sponding to the 'worst-case body orientation +t for a (longitudinal or Z•axis). AII values are rms and tn• �1 - are ;consta"tit panicle "velocities' for frequencies lmain ;A above 4 HZI. Peak values would be larger by;a illy ;t �. Factor of 1;4 to 3 ;The da shmd� part of, t6 lades -fre- �. to figure 60. re'pr' — t peak accelerations in ex= antes Cess -of 1. needs r i Wiss and Parmelee studied the responses of ilia. Rte'' 40 ,people t- transient vibrations consisting of :►cure` damped 5 -sec sinusoidal pulses',(SS). Damping Is (9)i ranged from zero to 16" pct. and frequencies s from 2.5 to 25" Hz. All subjects'were standing on t an "open platform arid�.sublected tc� vertical vi- , i` f Authors Vibration duration, kc :Curve representationt, response detcrlptors, and can't label for data plotted in figure 61 Goldman (lit, Mean sluts U subjea rerpanie: Various body post• tions, 5 ioutces Do S PercelYablc(cun'e6"ll. Do 5' b Unpleisant(turveG-2b Intolcr�ble (Curve G-3), Reiner and; Mel ster �taThmholGst ` ending wtthl ver , dial vibradon 100 Barely nodkeab►e (cuivci R -l). Do G. W Objevionable (eune R-2). Uncomfortable (tuot R-3); - W14 and Parma(ee (Tin andtrg xith �cc Mean talon of,SSubatd tespontet tical �tbniion 5 Barely p —Pu'hk (rune w-1) Do Midnctly;pert ptible (curve Dot ,........ - 'S tV-2) stIron ly perteptibie (eurFe, �1. Dot 5 W 1,'hreth°Ids. Barely (settepab(e (ttiiri'e W-li. Doo 5 Dntinulp penePtible (curve Dos 5 w-51, stron ly perceptible, (curve Dog 5" w -l• Severe(tunaw f►, ,, klltg» ra tan , ey OUn aL rski, Ila epen a tTranueniWlihipa;dampingt�Eseod61Anit.maximtym: on vibiration levels and damning but were in '.aro damping M: i d ` � 3 64 l�o0o \ RtRiV ond. Moister \� --- Goldman .. .. - - - %` "--"'- Will 9ntl pamalo, _ ._pY-6iDD � .100 \ _.�.... R-S. W S R'Z �,-.SO •,,p'� �O.• °c' 0nhndlr:,ro p`•r ♦,�4•� W {b, fr,nr •c- 1 w r n+ • j ,010 y� ;10 r Dbrely percepliDle - F ps t . 'Dpl, ... - ell �• I I D loo 1Oa0 FREOU1INCY,ryr KEY Figure �6i;.— y�uman response to steady-state..4W an,d transient vibrations. p zs Labels refer to a measurements-listed in tabk'14, o0.l , t O:aq T. ,d[urra investigated human DURATWN,sec '5 ,s p„ reactions" to vibrations of concrete floors (33), Rit sum-; wary Figure 62,--,Human or" 91, observations of acceptable versus unacceptable cases indicated strong influences res ponse to transient` , vibration velocities of durations, for amplitude time.9, f,, uenc particle veloci It 1 y Y (same units as y, and damping ►000 r --a-t-,-r levels. He de- owing nv.d the following relationship for an acce "_ able concrete floor:_,, •,,a,�, where�- (3, is percent of critical Ilamin damheel- o ping ratio .1tiQ), A is initial amplitude from a drop impact is, a (in); and fo thew first natural` free quency '(Hz), Murray's datawere ,�•'�b� ct�nverted to' peafc particle velocitiesand W� arc- shown in fi ure 64. The,hne represents the 01Q kcy equation above id :is Murry 's a Ysyeball separation between accept- -- oerelr aatcFoltrte ' .--otrl��o,'petfeo,rei. �` able and ynacceptable cases:: Acceleration `�"; q!' cere�piale �; ,and displacement plots were "also Hl't made frcam Mur- ray's data and,, unlike the they showed a strong frequencylinflwetnce,data, pts H: As with VVtss'�:data, Murrays 9.l pounts were ,ODI, D,ol al ougnTiDN;,.«; 1° loo cvanvertrd ,Into duration-amplitude "form .usin t' the rel,ltions}�tp: g'iguae 63".-..Human response to transient- ". . vibration accelerations" of n Q4 duration's. . A C x , - REFERENCES L Ashley, C;, Blasting in Urban Areas, "I unnels and Tun- 18, Goldman, D. E A Review of Subjcctive'Res uses of t m. po Ise R nelmer�g, v. 8,110, 6, September/Cictober,1916, ppj 60. 7, Vibrating Motion of tjcivl0 u •tri body in the Fre uenc lin liu. 2. Response t H„ A. polensek, and S, E. Corder, Human Range, I to 70 Cycles per Second, Naval Mf requenc g Response to ,% and impact Vibration' of Wood Inst., Proj. NM 004001, Rcpt, I, iNar, tletn M 41047 Forest Prod, J , v 2g; No. iQ; October'197G, pp, 19; International Standards Organization! Gut948 1 Ph MUM Evaluation oC Human Exprtsurc fia Whade ` r the on from S. Beck, W, If, Fatigue Cracking of Drywall to Model Blast tion. ISO 2631 197,8Ee a. no ab- Leading, hf.S, Thesis, Dept: Civil Eng., Northwestern ()� 1978, 15 pp, le -Body Univ., Evanston, 111:, June 1.979, 131' 20, Jackscn, M. W. `Thresholds pfl?amage Due'to Ground resholtl 4. Hergling, J, O,, K. Eklund, and C. Sjoberg, A Villa Built S' Mntinn, Proc. Internal, ymp, on Wave Propagation and InStanCe oELight CGncrete and Concrete Exposed to Vibrations Dynamic, Properties of Earlh Materials, Univ. New. ilfrx- Cipt6te Fram Blasting, Swedish Council for Bldg. Res., Bldg: ico• Albuquerque, N, Meic,, Res. Sutnmaries, R 32, 1977,:85 pp, 21, Jensen,,D E , and Aug' 23,1967,;pp. BG1-969. 5. Blume, John A. and Associates, Research Division, Re. J D, ltietman, Collection of Ground aSt en» and Structure Vibration Data Generated From Small g sponse of Tall tnduntrial and Residential Structures to; g 5 in/set 'an'; Underground Nuclear ,D etonation, VELA Uniforto Char a Resid�dne Consultants, P j st j Cil74 ri Blasting, re. Woodward -CI' g but de- Program, Pro ect Dribble, salmon Events RPT VUF-103-1 P Final Rept. io the Advageecl Res, A ency of the Dc port to the Bureau of hiines, Nov 9, 1978, 71 dtCtton available for consultation at the Twin Cities Restpp,: (almost partmene of Defense and the Atomic Energy Z.ommis Center,'Bureau of Minc cion, Noy,, 15, 1965, ':3l pp; 22. Kamperman, ,G,, and ht ` TWin Cities Minn, 6, Bogdanoff, 1,, T, Larson, and R, Nilsson, Lightweight Q a y'Blast A`Nl hQlso ration Inca Tjpr Concrete Buildings Ex• 1sed'to Vibrations Froin Blast Function of u the I,irrt- teal Residential Structures'. Kamperman Associates, Inc. that are ing:Uperations, Swedish Council forBldg, Res., Bldg,, Final Report to the Eiwm! onmrntai protection Agency, to Res. Summaries, R 42, 1975, 47 Washington, D.C;, EP.A.550/9.77-351,. February 1977, 0 7, Chang, F. Human Response to Motions in Tall Build at is ingsi Proc. ASCE, v, 98, No. 2, j'une 1973, 1258 127^, 43 PP" Rational Technical'lnfarmation Service, Spring» s level. 6. Corner, P. Wall Cracking in ResidentialStpructures From field, Va„ PB 288'892. 23.. Koerner;, R 1tif,, J; N. Deisher, and ii. P, Schellers Lab= al blast- Surface hfinng and Hard Rock Construction From M.S.,aboutThesis Det Civil Eng„ Northwestern Univ., Ev: oratory Study of Cracking in Model Block lfasonry s lnct'ly 8, Crawford Ri, a August. 1979i 5.`,1��'PP Tech oil quer Soc: Ex losiv on Explosives,and Blasting isi oc, 3tl Ann Con trains in P 6 Eng., Pittsburgh, Pa., Feb, bration Crete and Masonry Walls. Di BldgaRes,SNational Res, 23' 1977, pp, 227=237, Council, Ottawa, Canada, Bldg, Res. Note 54, December 24, Langan, R. T: The Use of Sin lr4 t Itltet- y g ,.agree ohFreedom • 1965; 13 System as a D namic Model for .Low•Risc Residential sewing, 10, Dowding, C, H. Response of Buildings to Craund Vi, Structures Subjected to Blast Vibrations, SiMThesis, aFfect5 brations Resulting From Construction Blasting; d Vi. Northwestern Univ„ Evanston,111,, :1980,, 79 pp, e tilost i Thesis, Univ. Illinois, Urbana, 25, LangeforsI L. and B, K, Kihlstrom, Rock Blasting -john Ill. 1971, 204 pp: Wiley and Sons, Inc„ New York, 1963, 405 pp, 5e rpt[.• 11, Dowding, C: H., W, K, Beck, and D. K, Aimatzidis, Blast f 26: Langefors, U., B, Ki ,4 H. Westerberg. Ground being Vibration Implications of Cyclic ,Shca� Behavior of erence: Model Plantet;Panels. Geotechnical Tessin Vibrauongg gq 9212¢ power, February 19$8,pp', v: 3, ], 2, junc 1986. g J•� ASTM; 335=398 high as 27. Leet, D. L, Vibrations From Construction'Blasting: Her- g 12, Dowding, C }I,; and P G Corner. Cracking and Con: Cules Powder Co , Wilmington, Del,, 1960, 24 � pubhC struetion Blasting. impartaiice of Frequency and Free 28, Leigh, B. R. Lifetime Concept �ivof Plaster Panels�;SutH rogram Response. J. Construction Div,, ASCE, March 1981 (in jrcted tG 5onic Boom. press). UTIAS-=TN�191i July 1947u78 Toronto, `Canada; - IS Dowding, C. H , P D Murra y atzi15, 29, Lttcolc, 5,, and Cr H. Dowding.,statistical Analysis of Dynamic Properdes of Resident' I Stru tures S ble tt d Blast Emission. -Records From Quarrying, Mining, and; bD Blasting Vibrations. J, Structural Div,, ASCE, `1981 Construction Operations in the State of Illinoisi Illinois' (in press), Inst. of, Nat: Res., Doc, 79107, Prof„ $OA13, January' 1,9, Duvall, W L, and D. E, Fogclson, Rcvicw of Critcria.for 1979,'200 pp, Estimating Damage to Ctcsidences From Blasting Vibra• , 30. Mcdcans, K The ,Dcvelo meet of a dans, BuMines RI 5968, 1962, 19 pp, P, Rational batnage Dvorak Criteria for"Low-Rise Structures Subjected toBjasiing A. Seismic Effects of Blasting on Brick Houses. Vibrations.. Kenneth Meticars. Associates, Final Rept, to Peace geofyrikeniha UstSncc, Ceskostovenski Akademie National Crushed Stone' Assn,; Washington, 1).C„ ,1u Ved, Na 168, Geofysikalni 56orn k, 1952, gust 1976, gg pp i !6. Edwards, A. T, PP,189-202, and T D lYorthwpod:. Experimental 91. Morris, G., and R Westwaler; Damage to Structures by Studies of the Effects of, Blasting on Structures, The Ground Vibrations pu'e to Blasting, Mire and' Quarry.; 1✓ngiiicer, v, 210, Sept., 30, 1960, 538-54G- g, A riI ,1959 1 17 1.Esteves, Fn P , pp. 116=1,IS, J M Control of Vibration Caused by Blasin , 32, Murray, P ..13 Dynamin Pra Ulm' National DeEnge`nliaria,Civi1 Lisboa,.Paig= prtus of fiesidential Struc- ttigal, Memoria 99$, 1978, 11 tures Sub�ectcd ,to Blasting Vibrations M:S. ;'I"he'sis,. pp; Dept Cwil ng -v Nortiiwcstern linty., Evanston, IIL, t�'i ., juga 1978,�I.42 OP ML gk .141j1 Yu �; , o. 70 33, Murray, T. M. Acceptability Criteria for Occupant-ln- 47: Skipp, B, Q. Groud Vibration Instrumentation -A duced;Floor Vibrations,; Sound and Vibration, v: 13, No. General Review, lnstrttmentation for Ground. Vibration 1, 34, Nadolski, November 1979, pp. 24-30. and Earthquakes, Proc., Conf,'for Earthquake and'Civil M, E. Architectural Damage to Residential Eng. Dynamics, Kcale, England, July 4,1'977, pp,:l 1-34.. Structures From Seismic Disturbances. Bull, Sets. Soc, 48. Snodgrass, J. J„ ;utdD, E. Siskind, Vibrations Front: Am., 35, Navarro', Y. 59, No,.2, April; 1969, pp, 487-502, Underground WaAling..Buhlines RI 7'937,_1974, 31 pp. R. Old Reliable Mine ',Prq;ect Seismic Meas- 49. Stachura, V, ]i, 0 1„ Siskind, and A. J.,;Engler, Airblasi 'Tech. urements, NOAA Memo, ERL ;ESL -19,' July „ Ins rumentaiion and MeasurementTechniques Cor Sur- ' 1972, 36. Nc4on. 17 pp. face Mine Blask$, iltiMines RI 8508, 1981 (in press). , W. H, Movement of Building Element Cracks 50. Stagg, M, S„ at,d 'A,J, ,gngler,, Ground Vibration Meas - in Six Mercury Nevada Structures, John A, Blume and [ N l' "'en and St iAyntjgiwph Calibration: BuMines Ri " Associates, Research Div., San Francisco, Rept. e,�l7 ; 1980 (in press P9VQ99-20` to The Nevada Operations 'Office. U.S. rsl ..ioenen, J, R,, ;tttd 5; L, �Yniles. Seismic F:Cfects of Atomic Energy Cnmtn,, December 1957., 45 ppi=(con- Quarry Blasting, )Suhiincs Bulli 442, 19.12, S3 pp., tract 37, Nicholls, AT (26-1)-99), 52. Tynan, A: E. Ground. Vibrations, D3maging,61'ects to H. R„'C. F. Johnson, and W, I. Duvall. Blasting Buildings. Road Australian Res. Bd,,. Spec, Rept. 11, Vibration .and Their Effects on Structures, BuMines 1973, p Bull. 38. Northwood, J61 656,'1971 ; 105 pp, 53: Wall F, r Seismlc•Induced Architectural ,Dania e' g T; D., R. Crawford, and A T. Edwards. Blasting to Masonry Structttres at.Mcrcury,.Nevada, Bull, Seis.' Vibrations neer, and` Building, Damage. The Engi• Soc. Am,, v,'S7, No, u, October 1967, pp. 991-1007, v. 215i No. 5601,, May 31, 973-978. 39: Power, Damage :1963, pp: Di V. A Survey of Complaints of Seismic Related 54' Wandler, B; H„ Mi J, Rosen[cld, J B`, Gambill; N': E, - to Su"rface Structures -Salmon Event," BUIL ( 1 Seis. -Fischer, R, Cs Merritt, and J: A, Gill,,Shock Environment Soc. Ami; V. 56, No. 6, ;December 1966, pp, Test of Model Drywall Room (Bureau of Mincs Test - r ` 1413-1428. 40. Reiher H„,and F, J. Meister. (The ECfecr of Vibration Package Na, 1), U.S. Army Constr. IEng, Res, Lab., ` -'° on People.) Forschung auf dem ebeite des ingeneur• Ghampaign,111., 'I ech, Rept. 1•i-152, August 1975, 81 + t ivesens,(Germany), Headquarters v, 2, Nn. 11,'1931, transh by pp` �t i Material55. Whiffin, A. Q, and D. R. Leonard. A Survey ofTraffic- Air Material Wright cith '' .Iiekd Ohio,41, uak .Command, Field,. Air 61 - - Induced Vibrations, 'Road Res. La1i., Dept. EnvROW Richter, G, F, Elementary Seismology, W H. Freeman menti Crowthorne, Berkshire, England, Rept.'RR,6 LR and Co„ San Francisco, 1958, 768 p 418, 1971,68 pp. j" 42. Scholl, p1hude`Ground Research 'R. E, Low -Rise Building Damage From Low Am- 56, bliss, J. E,, and?. Linehan (blissstrier , Janney, Eland Motions. John AA316me and Associates, , Div., San Francisco, ReptiJAB-X9-117 to;U,S. Associaus, nc.). Control of Vibration and Blast Noise tl Atomic AT(26-1}-99). Ener ' Comm.,A rd ;1974 22 contact From Surface Coal Mining. BuMines, Open File Rept.' Energy P r PPS (19- , 103, 1979, v, 1, 159 pp,:.w. 2i 280 pp:; v:'3, 624 pp.:. 48, Schoh,;'R. v. 4, 48 pp,; available for consultation`at the BuMines; E., and 1, Farhoomand. Statistical Correlation Its in Denver, Colo., Twin Cities, Minn;, Pitts - of Damage. Observed Ground Motion With Low -Rise Building burgh, Pa., and Spokatic,,Wash.; U,S„Dept. Energy fa - Bull. 'Seis, 60C. Ami, v: 63, No. 5, October,. cil t es in Carbondale, 111., and Morgantown, W. Va,;' '1973, 44i 5eismtare, Old ; pp. 151"x1537, Na.t; hline Health and Safety Ac-ademy,;Beckley, W: Viio,, C, J, Analyzing of Surface -Motion Data From and Nat, Library of Natural Resources, U.S. Dept, In - Reliable Kline Blast, Lawrence Livermore Lab., tenor, 'Washington, D.C. Contract JO 255022 Nat, Rcpt, 45. Siskind; and Production UDIC-16814, July 19, 1973, 19 pp Tech. 1nf.Service, Springfield; Va., PB 299 80AS. D, E,, V. J, Stachura, an,i; K,:S. Radcliffe, Noise 57, Wiss, J. F., and 'H. R: Nicholls, A Study of Damage to Vibratiotis,n Residential Structures Fromuarry Q a Residential Structure" From Blast Vibrations. Res. Blasting. Measuretnilnts at Six Sites in. Illi nois. 46: Siskind, Council for. Perforrnance of Structures, ASCE, New liuhfincs RI 8168, 1976, 17 pp. York, 1974, 73 pp. D. E., V J Stachuta, M. S. Stagg, and J, W, 58. Wiss, J. F,, and R, A, Parmelee. Human Perception of Kopp. Airblast.From,Surface Structure Response 'and, damage Produced by Transient Vibrations..J, Structural DIV„ ASCE, v. 100, M riitig. BuMines RI 8485, 1980. No. ST4, Prot, Paper 10495, April 1974, pp, 773-787, 7 A , . 72 Consequently, low-velocity materials will have. higher ground strains (and 'ppteridals for fail- Appropriate safe levels would have to be lower ure)Lfor a given particle velocity.; Langefors anis than £or blasting, which is relatively infrequent and of shorter !duration" The Kihlstrom did nog give the e:.perimental data to support their thresholds of A-2. Esteves' ,13riush criterion for architectural damage Ecom steady-state table study (17) includes'safe values for a variety of sources is 5 mmisec , ,r ('1 �0 in/sec) (5S):� Vibration standards for laborator;Y instruments are_gven conditions,; including types of soil, construction, in table A-5. , and ;frequency of blasting (table A--3). As with Langefors and Kihlstrorri(table Esteves A-=2), does not give the supporting experimental data, ''able A-4;--•thrildin , safe vibration values, Ashley lists maximum particle velocities for it after Ashley' (d) variety of •structure types] (1)., Again, tecll�.ical data to derive or support the recommended val- pp �`+k p""`'"`l"`"' ties are not given,(table .A-4 fype of cottstructiotf •--�— mnUsn intsei Several survey papers have been written that Houunt f, -M, m� „n,negq �, ,. 713 U.3U combined nuclear blast, earthquake 'and blase- - �Idpnliiai,comntvrctial pnMnsluslrial (2 �I in data g without pointing to ,the variations welded +, mytro satin." ...... .... rift uruMimi 23 Lt►` " 4 ; among vibration characteristics and cite; result- .oun , ,....g' "--- su 2.0' ing response and damage potentials (2U, 34 • The worst-case experi data are f�om the p e oration limits Fable A-a.--Vt for laboratorryy r Salmon nuclear blast and, the Mercur Nev.; is ., nnstruments, after Whiffin and Y.eonard 1, F studies. These results are overly conservative for Dimenston+l !' blastin , and their use cannot be justified o g n and elcdrrcal phy►kul reference tund+rdt «. t , tr°rkm sUndards ........ tnhtta 20031 [)tmDo-4 Cases occasionally arise `where blastin vtbra - e t .,oos . ilectne+t phjikil Norklnq li+nd+rds tr 0G2 tion ,is considered a! potential problem to' equip- ........yYU Do ..., Rsr, 10.03 20.003 Cenee+t elearonit. p..... ;I, mens, or concern is eNpresseii about the vibra- t i^''"` • 20.0123 Sarioriu� ydilytil� b+lance . `." tion sources SUcI! a5 traffic. The Safe level �« Leeds—Nonhiup Ref eIwori C+Iv+nonie .. ` iMee ' 7U 0123 Photo .. criteria establishsu, for blasting ate often a lied ljls microscope lits Phmlpt Chi 900 altltfij,t lnit/ditdpe (ntsr� `• JAI HAAS:undards « « 0.00019 �lr ' to these situations with little justification. Traffic Wrt+melty idsee " ......'"' ' "•'-• 0,08 ar,e, i's USUaIIY a Steady-state source of ioIV amplitudes aceeleration of gNvily 9.8 mhec4 (92.2 (Vsei,2p IgA1 purr i i • r si t 73 dower u�itient x APPENDIX B.—ALTERNATIVE BLASTING LEVEL CRITERIA lturinn yoetate 1 !ration given , j Safe blasting vibration crtlerla.were developed the responses and darz;tgepotentials at c very for residential structures, having two frequency much different; ranges and a sharN discontinuity at , 0 Hz'(table Using both the raosured structure ampliii- 13). There are blasts that represent an inter- cations (fig. "39) and damage summaries (figs, 52 lues, medizte Frequency casej.being higher than ,the; attd 54), a smoother si;t of criteria was devel- Structure resonances (4 to 12 Hz) and lower than oped. These criteria have more severe meas - 1i""" 40 Hz. The criteria of table 13 apply equally to wring requireirients; involving botki displace - inf,n . a 35 -Hz -and al O-nzground Vihration, althoukh in and velocity fig, 13 1) 11.s17 l 10.0 Oto d U.0 U.02 - { -O.U2 ONO O.03 k . rO.lNJ3, .N-0125 N 21n /sec 1.44 . 0.1)1101$ 0.008 in =4" . 0 1:0 J in/sec; > 0.75 ":. Dirywa l l 1 . 0,50 in/sec, plaster K" °- �0+030°in fi X Lti ' L u H f 00 FfEQUENG_Yy Hz F><gure l -1.= -,Safe levels of blasq>Ing r!3bra�iori £or houses usibg a Co"mbin>tian of velocity end , thspla+remer►k'. i• :.� .M� ; �tir., r.r +r. �:� w>.., , . ..r, �iAx ua c ea,..r tF a+, +�"ni^ . 74 , Above 40 Hz, a constant peak particle velocity tions, rand provtdcs a smooth transition for the of 2,0` in/sec is the maximum safe value. Below intermediate: frcciuency cases This nyetliod of 4U Hz, the maximum velocity decreases at a rate analyzing the datMI a potential of Ulast ng vi= brat is has the di,i vantage of equivalent to a Constant peak displacement'of possililyunder- ,a 0.008 in. At frequencies corresponding to .0.75 esunaating annc�ytti ce re MidwallcI in/sec fot Drywall, and m' Osec for plaster, sponsts (fig, 40) do not decrease nearly as fast constant particle velocities are again appropri- as structure .(corltep) responses as frequencies ate, An ultimate, maximum displacement of increase from 10 tt;'0' Nz,.A very nearly lineal 0.030 irl: is recommended, which would only be decrease of velocity simplification was observed' of concern where very law frequencies are en - the gross structure= however, (lie higher' , countered (<4 Hz). midwall response frequencies will make the 20- ll 1"his scheme' is based on the response arid' to 35 -Hz vtbradons "relatively annoying If'the damage data, recognizes the displacement -bound maximum levels sliotvn on Cgure 13-1 ;are At requirement for house..responses (6blast Fibra- rained, }ru;; tilldv SJ, I t 1 r= 1 r h i *U.s. GOVEftNMENT`pRiNTI►�G OFFICE; 1990.603.1Q21f11 BHT;-BuyoF MINES,PGH:,pA• i50 7 t' BuHe Co. Plannlog Oct, . 3 lJi� jo Iwr'1 OrOA10Colli rata 20 June. 195 Alan Avis, Lhatrperscn putte CountyPlAnn 1nq Commission 25 County ben. ter 'Drive Oroullle, CA 95969 Dear Mr . Av i' On 9 Mdy 1985, in'a presentation before the Planning CiOM ssian, we requested that a comprehensi;ve'Environmental . Impact Report, ot` similAr study, be,completed relat ng tb the opera#ian;o# the Praying Monk Mi.nes� and $inging CreekMlnein Paradise, e, In view of the po ential length of thz reining ope•atVon , the Inconsistencies of, the;piannnc docume"nts and the concerns of the` neighboring homeowners,;uie request_ that the EIRE Of inifl "ated' study, be at, the eal iest possible date. Our ob�ectlue is nut to halt operitit�n of the mini, but only to assure that the proper Safeguards are initiated before they proceed with their o,�k, We also feel it is niileossapy that the mine�' clearly elaborate both the l r t -?,Ole shpt 11` and l ong range Plans far* the oper�,at i on and the of#ect those fans wit p 1 h'aV.e on the community of Paradise, We WoUld'apprer.iate your prompt attention to`our concerns. Sincerer, JoAnh 9a:laseK, 6639 View Acres cve 'Dr Faratlise CA 95969 N rk i i� S AF£ FINDINGS (Con tAP Page Three 51-03-32 33 34 B Find that o the Cbuzit y, thero osed Codc p: p pro 'eco; dc�es not comp7.y' WIt'h Calzptet 1,3 �r Section! 24_47 and 24 -0.4 - and C Deny the use permit to allow` mining exploration amendan t�se pe'rntit to allow the use of explosives on AP 51-p3-32, �4�v35' g & 36 (Singing Creek Mines') 33; Attachments: Environmental Document Letter, from Singing Creek Mines ! rs Y�F� + LUCKYJOHN` .` Gold Nlinir7g Qompany, Inc. : Inter optlIet,I16" Mal �A®m®random; Yo: Bettye: Kircher, Planning Director ; �C°'0°gam FRoMo Will Chef'f, Director, of Public Worcs MAR 18 1985 SUBJECT; Singing Creek Mine �OeovJle; C�li6otruq 0ATE. March 18, 1985 Following are the results of'blasting at the g g Singing Creek,,,Mine, during the times our blasting monitor was r:esen�• :g p , .Date No. of Hales Lbs. of ,Exlosives .Lbs. per.hole .-Time-of �Blast March 11, 1985 27 40 L48 8 :45. AM Marcb ;12, "1985 27 38 1.40 9::12 AM Mardi 13, 1:985 27 35 3,.30 7:43 AM March 150 1985 27 38 1.40 12:28. PM Due to the limited funding:avaa.lable for otic blasting monitor, we are not cover.- ,ng every blast., Those we have covered conform to the Use Permit requirements of 1.50.1bs. per :`hole of explosive and were within the 7:30 AM to 5.650 PM time toq uirement The monitor will observe three blast sequences this week, Wil iam Chef£ WC:dd , Director of Public Warks, a u _ g February 111 .,19135 Len Fulton County Supervisor. Butte County, pear Fulton: inuring "the lainst few there had Veen had 119 mining and blastu5t any damage yetr J areamonths underground our . Lyle have not off- the W141 18 �4e Are cpncerned,` horsever, pictures coming sbout the damag3e t•o same of. our neii hbors homes and the resin t- :. the decrease in propekt valuations if continues to g.a on. xnq toe think, the County sliould reconsider the permit gIV. to; this; riini;tjc� cor,�pany. 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MW G l� F�✓r L Cell ,:5" Tt` 14 rM �s/.� Lr�r/.#"�-,mss :y�%'✓'��.T'r"�' j ls,../�ILsIrt• l:,"�', O�I��[� ,![[�r • `.+ = i �- , i t ..R • 7 rw•+,iy{ 7. tr ; ! i t �}, rt * I :: ?� r y�r • t ," t # tt ;yia, `it . Y fF e' art r y, +si , t .•r t, .t��?{�xYk_Wsiiti �� � �• 7t4 W j•t1d r3, w � 9+ " ei•t t 6� . i s. t =i,Lf f t i�C Y i t�;i,tj ' . . � �+ i�' y 1 � i � t 1 ►�''k #W.°7'�YI'^t'T'_ y �:M���1Y+•M-..':.}Y. �cV'+N qtN'V�tY�YYiV1Al�c`i+°#1',,,,f�i1 Yi a #ABY .t4);t� � S6WsV�,t ba�W{{{AY�'�y� {{ r � 'jY,C1l�F -. f Y { k : A. y#1 � • ♦ �. � 1 ... t 1 f+a', 1 }i' i f , '� •" r .�. .* � � � ,#, . + �� j 7 ♦ i . ,' 'E '"k, K * + r• t �� '� t t t � � '� :. t• Y M G. i � tN�S I V t.i. IY Y L � 1 Y/ L i ' ! J#1 J L � r. • .,. `1 S i `N M•` s:' e '.r .� :;ar j r s xt�.. s. �tY�Y « i r ,; Y.,, q ..: 9�Y y� t. t t. +� w.. ' ��t�f t r 4, h tYANf1r uti° F . 73,�fi4 p. 1 �• ru s i t s=fi{t#}� {s �= f�' I� itf=;• x Sx °�s+��i$� �{g�=+t t; A +r+fFstSif��sett{e �tf{i$i 2$sss si f: Y x j�z f}is rf{ � rk�f�i •{�{tFS}r2 s�sstt txt,, �,• ��'%iA �ry4a.% .r ; Lt •I'l..° r � C � t i t �ss f 3�� � ii sI t� }c tstrt:Mf +wi ,• � .�x''CL'� tt 1 ! . sr. •r3��$� is i r`s !• s ' ��°l��Ss, fs � •rt .•nt f �t sx,j2 �` .� ,.:`,• •...+4��_+JW+ittd!✓.R111�aW»WSC�ruyJ�iiir ti�.,�'u� t}ft�sf E` ttesitttSess t bt sitt {f{tas +t t +;+ rrsit #?' . • ......"Y ?' s StY s x++ t0s :s tts , <r +i 210 at Pit „ sss sr ;2 s :. k s • ' w t s, as ` n r t,. { 2 t s sus rf,s r ss#swi{ �• w x,f� `�'r+n. � • ���$i� ngY"e,��� +.�g pai'", o`r'�t�'!'�,�n,(y� ,�±_�{,N ,� •{ �� tid�4M'.Gh+,�C�,!L�ripC.+�s411iiL9't4tQi;1Ct41� t{ 2 lux c 'k Si ` x i .M4 �!Wf•E�i�A.(. � •4 i 11 1 � i u y h ��i��•f��yk�4iS�.1�{��•��%;Ri�iNSSifsipi�'F�`'�'+�1�+!dk.yidseWt+�Y+�11,1�tafi�*F'��t`�►+rxut�.�te �`� 9 ry fai ' y t �. , i+it ra". t'i ti. � t•Sr ! iW ! tt��1 ' J+Pt l+ • d r., , # +., r' ° r ! ;! • t r 4i � r Y,e���p'µ $ {��� '�' 4 n e r ..r t iJn Y tY ♦ ]F t� -. l :.,h �H �iM i� • • '. +`. t�7! r ,i 7 1 " kfuaa%fi' aai a�, T f f� "t, i°.r; "�£r nh r ..r �,.,..� . .. :` 1Y?.:� ' .$,:..t. d r : u 'S� ! P a .,Sn#�kT{rttN. s +e AMhM' .,,r,wuy-ter.. r!w it... Page Two the accepted standard by almost 10 fold, Additionally, these measured FPV are in the same range measured by the Woodward. Clyde consultant, A search of our records ,suggested that no coupling or reinforcement of natural frequencies;;occured to cause higher or destructive PPV. As a comparison, on January 23 1985I recorded levels from the :Nlaultsby children 'jumping on the floor about4 feet from the sensor: The shot of January 24 — rl 1985, and thatrecor d are shown on the fcollowing page.. These data suggest that very low energy levels from blasting in the mine tunnel are reaching, the Homes above. Additional monitoring°is planned at other residences to determine; if some sort of energy "focusing" is:possible at: certain locations. We will report on those shots as they are recorded and calculated. Thank yoga. Ver `' tru'ly yours, �7errie W. .GaOch, Registered Geologist No. 1203 Registered GebphyPicist,N6 5a6 i ;Engineering Geologist Noo 'Q5Q 9M'CH &,,gSSOCIATES �� 4 i i I T 1-`q"T'-• r' • .ar— ,(4 ".•� a.wl r."S + I aR4r�r' I s x ; Vl4t� w r '} 'JY.,: r/ t. "'..�:,'�' t•i{ , •t.4 ".+•r �: , C .. +w :�';iail^'I t+w1 Y ,..y «.•r.. T 1 t � r. t •. � ! v •rt c r,s.1 a y`'i1 .� Yr tj T` . - .R a r - � I ,.c to . , y-,�.� : fky 3� 76•T. •. >3t r � iii � �17• xt r t ���b" tt ft r r', �:.tr 'Y•j 14 �I�a����i-i`•yt^' .-,•. +•+... + ��X�t�•'tl� y�•i`Tr���'Y"�'"Y�c,�'�.r.`�� 1�fba8ur tta rd fir~ �j�� 1��{{frj'jjf � �.lA y� Yrt r i. C� .rte -SA era I.y ♦ pvi + e.jiae Vi�r`�t'�11 t t IT t`c,`ti f 8 ' c:, : '{f€1i 7`tA'a♦'4 .+1, tL l r."-7 Mr.,,�+'f},,•, 7 ,{y % 1 ; r�♦i� "� � � r , � y _� � }N y `� yx •y1 � �} ik �i�Y"''?„;'4�i yl 7 �' r� t D � �''4�iv' 'fil� ,.♦• t:' i t{ b�9.'k�rfp•, •T:x� i* t�^y ; ri � � �� '1� t t ��t,��.���.�(, •, ""�.�,i ,:. 4'. _ r�,lr� }+ f�j° w7�yK i �:., + Y.,,, ,yi � 'p n 7L:. S"' 1 t ALL" ,,��,, �5+,� ts�' r � . � t �,l�i 41F� • �, is � . 'y •C �-,l } '4 7 i) 3 titr +lfdi! �+ ti �,y;' r; .�. ��� � � ` T 'j+�15 tar�e„�`5�•H"w`^4 t�r1.�: •� •'� .5" ri�w �,���! , -� Nv i3 ,! at f x.•t ,. ,. Y �irt�':,J:�V,.7i}'�7r •. .0 - y1.• • r r i° •`�� �t+r a"q�y'le"+�Yw �.. , gf iA Jill .r� a '� -j • �r r r, t� +. 4 yt +- V S " o " '}t►{," = at � i .4 r + . s' a y + '' ,;t t tylia` � fl s1... nr 1 Y vr' • � ! a. x r. �'•�*v ii fit• " {, '" �, } ar Y+ .J } r ,' X��a:! C- t''Sr'J � -. -,.. � 7v �` • /:71s7 ',,,i t.tt r? y,f« ''`1 tY+:r i.,r l»+l d,. 3r1,r4. v ��'� ♦4 4'sjN.'+Y..r t"7G �'`.k �p- evi ".7'141 R t/'— . �.= _ 3 •.it„.y��+ytl?+�,1k�,.J,+r(}i•�q� w, 4�rp',il + r t + � a:+” �. , r .to- ""^+. t � y' V''Y !••Jy[�*� y y. a,sr �Yy i r RF {� � 1 k 5 r '.Y .w Vr ,1 -• '�t�i Sy s.a.e,r � • �r�♦ j ���' 4'Ft,"a✓ �1t , XM � '{ 1 \Yt'L�1,C_� 1 1. �, .'1t� ��`'� • ��%%, ~`1„��� ..errs kms' �• w �+''����a�''�.r'Y.�?• " +��• y�i'�'Y � e,1��K���r�. yl,�'J'+�j?yr» • � 4 Ir,,: + Zt _ .t� t � {� � !; ne �� has ,R� .X'. [irt•. �,, �L • w w" c tit 1aY fA r a a h! a s .101 7 F ; � P s �1 r yF �.' t t•y,li y`tiVar - r.+ -+ Y r }• i 4 JS {r �' .tat i tt a eA ti i �, • tt 7� r + � +• w ,�^�'••s V ° a P4 � t. 'a i Y ,.': s: ,. 9 -- mograph for tneasuring' ground Vibrations } Figur 94, Sels rortt tiiastill CAUSES between delays.thp better the separation 4vill bh betwee,n rhe Eifcessive ground�'vlbratlons argil caused either b' uttin` ihdividudlblasts.mostprddictiveschernesardre>gulaforyagen- Y p 9 cies use a guide of a or 9 ms as the mibetwell nimijm delay that can be too much explosive ehergy Into the ground orb ndtp ro oerl designing, -the shot. Part of the energy that i Y not; used in ateUse" hafges or v b6101 the a consl gat qns pu poses, tigweverdef as sepa- Iragmegting and displacing the rock will into grourid vibrationsr , th re is noth- The vibration level ,ata specifid ,locat!on is primarily deter=; blasts a smalleq delaUt p g•aor 9 ms. interval. Fnr smelly clo"se�in mined bythe maximum weight of explosives that is used in an' y M Y glue ;adequate+' separation. $yn io dela Y' Wifh large blasts at large distances from structutes� longer g Y Period in the blast and the dlstanc of that (ovation delays a'ri.e required 1.to 'obtain title 'segarafiori .of Vibrations from the blast (q) The detaysin a blast break it up rnto'a series of srriatl,er, Very; Ion ereca g eriod oibratiorS (torn eacYt;indiVidual cFiath rge lasts, fat's efosel� spaced I'd e, blasts, 1'he,longer`ltte intervals,ard„`,' turPs 'shin Itme” in generai,:vibration ampliiudes tstruc- g on the forrri_a 10 .ot' rock being blasted will be i ,.. d ' t1 In 14 BLASTING vIBRATIONg AND 7tiEIR EFFECTS Ory STI[l1CTURE9 ' ,i whole, vibrating individual wall or (loot pincls , and from quarry shots. As the buildings or hoists• in � (.c t lu ,';tt,ckh.+.►1111 g members were take lvhihh rtquittid tlu listt or, n to (lama cxlllctstves Ilc'tlr ht►ildihbs, 7'hc atllliilttlr of vi tions for damage lvere_made lvell .g�s�re ordm s bunions attenyated very little with t115tittl'ce front of t'IIIi IlIpI13 in and nrar the: huilslut t;,, h isle .Islast since bcidi tilt t tarJ;c loctltinll stnil ths: frpm the data i�lrludcal in the I,It+tit�nt� X11►ctrl hlril{ln f,� 11'1 lt' ACt iIl I'llPlt, �1'lliy ljl�i'tltl'll (tl 1111 (,Illi ttvo ver interestin • ;tuslly,is, illi: l�li l,l' the results, hirst, forCordJnary reVCIV. 11i Ill t'�tt b hnr►11 1''s+Itlt1, (6,rl i'If�irtitw, tl.11 't:t'getic., I 1 ISt4 ,. 111111'6111,, u ties' the vtbratton level necessary to Jiro flee t s wt,lt, tGsirttlYle to u►tlirtltt thr. ccaruluty cif isle ttittsrjttion. '1:'llc pr�lt'i111t� (if Ilainl,` damai;c is muchigreater than Elul( resultih f`om 1,11,9el• blasts r(MItl1.lill r :$ most gttarry,blasts, Second, vibrating', struct fres Irl ritiuor lanra {+ c11 1 bc. rt iditol A lvllitI a' at resonnlied I'll the amplitude and freq 'I tri rttollcrslttt rust u'Is Ui'rrl'n,I ittloptetl, 'Phis Jtt'tt('chnc etlnblcd he 'e t'�Iitge of Tltoenen and uerecy tors toaecortl ant It11'aaiiga-: Wtndes' tests; is no snore on lama ►e t• I tln;�lyce a nhfe anioulit of (tats[ �. destructil'e, than at any, ulster:frequency, In six of the 1�! buildings testecP IfiO b a Ilulltlht9s from blastJEtg, A Cons, ticlge vfbrollraph (vas used to recorcl rliutttc,ll vibrator tests were rnatle srholt the dam. , '. me• vlbrahotts in dncf ne,u` tl'ie bill*! Ill 1'hly sn. _ Age paint :w3 defined Ity the failure, of 11stc►, , strument Iti :r lilass•sprinJ; clisiilarenteltt sers,ntch Ani Irtu(les ran r r P' f,l,rph tiystclu tluis t'Gc{ti ds on, e11m1tiitl slr'ilza.'1'Irt b 1' bed from' 1 to C)A mils ; ltd fre• , ' ,� quencics from �' . a to 4'0 cps,. T ;rr�trunseat was 1vc�iJ;htt+d nr Is1, d ut ¢h' sup - amplitudes; and p eelutc vllirnli �tx tol+titr fry xaencios t( d'tilllgC, three. 1 $I11'f:IZe W11CIIt'1'Cr ilCftrlt'I:Itllina t `" tr classifications of tlam;t t,ltail j [; tvctt:•z+% sed,t>' { iipon the degree of� failure of pIP tei��Tltese n� i etasto itrcvclit isle Irasi- ill tha �It5I1'ttlll,ellt frnm IC',tYln� r ,. tile Llrsr_ ,tt. h3 'll i; dices of. damage were: cul Iles°riule rtily tris itidiratcti tlt:i tr 1. 1lfajor (tamage (fa l of Jtlaster sercotts t tilt - Ah of tubl,rtiII S ill hiu•Ixnnl,li and vcltit;il Ali. Cl'aGltlltJ,r� !'Ci !111114' kVelt cif silrtil,u' nu ,c� }f4 2. Rfinol4 d.tmage (fine lastcr cranks o tenln ruvalvctl' ons • .. i },nittltic. I,lu it:►1s of oltl cracks) Y ve I1 -.11 uleaStttClutNt s. PI ' 1 g Bisalts ficins, Vlore 'tluut 1(10 tests svertt 'ana- $• No damage. lyietl. Vertical ground displ:lcetnellts rtlntied front 08 to 20 mils; 'frcduencies, from 1n modern dry wall' construction similar,evidence „ Would prolsably be observed in the sPacklin at • The iitvespgators,wcre.ware that the fret? .50 to �er tit s joints and corners, It should bt noted `that any �al'�eVec( were -generally higher than those 4 index of damage is gradational, between (le tees p cl elselvhere. After studying the dnstruntcuta• ' of severity of damage, T1tt re is no spar clrstihc• t > g titin incl test conditions the r concluded .Hutt the tiotl between GIISSifications. It aliolilirl ►Iso he higher 9 , f 1 P hi ler fri ucncics Wu'e tc,ll alts not it c{ti'jtsr: no that many oEhce factors dnclucfiu :191119,t ►lent(o[ Insult hcut,tl tllliiittltlts, ' settling, ttnd. shrinkage, result in similar fad A dallla e I + •• ` , Tile amplitmEle, frequency, and damage data ar failure of plas[ertsinilIar StGrc'thatt usedib ttJ lir n shown ut fi r C Bureau of Nfines but with Lour degrees of severity 1. i,urc A, 1. "Tho Bureau report of these . i (luta 113) recomMorlded an index of lama a wag ,Proposed, Iotxeverttit:y' Goncltt[led that based upon :^Cc.11eration, If accelerations g Particle ,veloclty was the -best criterion of dam - less thin O I `14ero g . ,g, no damage Was 'exprctea• froth: a e and'reJated 'follolvs: P Y damage" as„ . ,' g, inigor d g f elso han l b' articJe'yelocit and ma or damage Duvall and ro` ftolU ama a and greater t 1: 2 8 irr/sec no notrceablo damage a tatisticall 9- n showed 2, 4.3 in secs fi' o .crackin j r y f?). that these data gave cor�tradici. g anti fall of plaster �: 6.3 in��sec crackin` 1 tory results, Uecause majori danis�c correlated' ;' j tvitlt P1 --l" velocity, while, minor lama `e;cor.� , 4 9 1 in��secrst>ious ctackin related with acceleration, $ fpr, purposes of compardsangthese (lata have been taivitled into three,, ciasses major, inino , ni!estdgatfons by Latlgefors Kiltls.triirti and 'no dattag 't 1, and VI/esterberg a and are sdiown In figure 3;2. Statistdcal analyses of these data show that the + elegise of elartiage, built r ajcir and minor, cot A report {7) by Langeforg, KthJstrBm' and relates with ' ,I 4Vesteruerg, puiilisltec in 1958 described exten. particle velbcityt a slue studies of 'the relationship between, lama e G Uons b ;nd groGnd virationsfrom nearby blastln ''d'he 2.8 ---Invests a I; y lEcitvards rind 1461 t►111iootl . !lata we►'e obtained dtrut r" Edwards sand' a reeonstructlon ru'- Northwood ' (4) conilucted� a ,Pro, series' of �coi�trol�ed blasting lusts on',rtx reaiY ry u 1 i .i F' a YIN w • *_ 1 SAP 4 VIDRATIorl IEVEi9 FOR 1iE51DENTiA SIRUaTURI s ' ,+ Stah`dard - dwiation n � Major damage Minor damage p No da >r,aga oe h; o 4 .� 0 0,4 00 a� 4 o o 0 0 i��o o�' ao O n 1 n t LU o0W o :i D o e 6\w , . '. w o0 °ems o 0 0 o z 1 ,!3 CL.O N n O o O 1 o o - major, damage .01 _ o o slope•�.1.22 o 0 o O O 4 o ,�♦`" o p e Q ' o. o o 0 1Vi�nor . ''a ag o o; siope'"2.00 1} u :001 10 y . FR80UENCY 100 e 4 Figeize 5.�.: Dieplar�rnent I vctsus fret etG�ty fir obxeive�i c mmge, k3ureatt-of n - esu Mita 'q1 A f n SA1FE v3BRAiiON LEVELS FOP. RtSI EWrjAL SrRucrrunts l� converted to displacement and plotted versus 319-nATA. I:'ROlef OTHER INVr.,sTIGATORS frequency, Statistical tests on tine individual sets of data In 1940 Crandell ,(1� reported results from a related to major damage indicate that a slope of srutly of damage to structures, Insufficient data -I on a displacement-frequency"plot orilag•!ob were published to pGrnrit inclusion of these, re- " coortlinatts must be .accepted.; A slope of^ 1 stilts in tilt analysis of section 8,2.4• Vibrations corresponds to a constant particle velocity, Using Tram blasting; pile driving, and industrial ilia- •, standard statistical analysts . techniques, these chin* wet'e recorded on a-ccelerograplis Cran- '• tii:eta can be pooled, and a single regression line clei! introduced a' iqu:unity which he callO, used to represent all the major damage data.Energy Ratio; or L IL,, wlticlt is;defined as: Volebver� it can be shown That the slope of the regiessiu~<_ line must be rather than 0 ori R C2 • .2• This result indicates that the regression line. all major damage data considered, 1614f2ua t. • representing corresponds to a constant particle velocity rather E 17ti - 4T2va where a = peak acceleration; ft/seta, ' than constant displacement or acceleration, re• spectivel,y. The magnitude of this particle veloc- eak displacement, ft u = P p ' ity is 7,G,in%sec and -is shown as a dashed line iii v =peak velocity; ft/sec, andire uta c associated -wit a,. :k: fi pure S,�i. Statistical tests of the individual sets of minor ude, cps, p 1. v ilatitage data are inconclusive, Only 'the data of Th6 first two terms lee derived from a cansidera+' t Langefors show that a slope :of, —1, indicating tion of, kinetic energy, and the relationship he a constant particle velocity, is acceptable while tureen a, u, and v if simple harmonic rstotons are 2,8;, where is. equal to ,rejecting h}+po-hetical slopes of 0 and --2' reprt- senting const ' displacement ,or aecelera"tion, , ;issurnecl (see equa Tan w 2,rf) d used by Crandell, tilt third nt I3awever, teal tests show that i.l,e. three sits �iln St antl resented to illustrate that �. of data can be. pooled arci' rersresented by a line; Statistic',il 'tests of the ! Energy Ratio is proportional 'to particle velocity squared, He concluded that a Value,of E. R. single regression pooled `minor, damage data indicate "that, a equal to 8.6 was the threshold limit of damage tietwetn • : slope of - 1, :reprtsentirg a .constant particle velocity, cannot be rejected alod that slope's cif' to structures, be ow 8.0 was a sale zone, 3,0 and 6,0 was ,a caution zone, and an E. R. ty[ ti Q and --2 calx be refected. 'T'hias, the pooled to a constant 6.0 or greater was defined as the danger zone. An E, g; 3.0 `is equivalent to a particle velocity of minor damage, data correspond particle velocity with a value of 5.4 in/sec as of 3.9 in%sec, anti 6.0 is equival.nt to 4.7 in/sed., 3 "E$ 'shown to 6 ure SA. "sis � Bureau 'These zones are in` and a b'r'Pement with pp: Analy of tete poled ma`or and iminar' data- , age data show fila both sets of data arc staiis• _g results, ' In 1962 Dvorak '(3) published restts front s F' tically With constant particle veloc1.ity, stitches of damage caused' by the seismic effects ti .correlated It is iyoiificant that these data were obtained by o[ blasting. ExplodVe charges ranging front to lifferet investigators using different instrumen• I_ 90 Bounds were detonated at distances of If to talion, procedure and sources and a wide va- 100 ;Ecce from the buildings+"The ground as a i riety o[ housestructures an different types. of fountta.tian mafietial. Therefore, a damage semifhardened .Clay coniaining lensts of sand, usually water -blaring TI►e buililngs were one to i Cr; tenon based" on pariicie velucity.'should lie ap- oG-physical conditions. two stories of ordinary brick ,.cahstruction. 'I;`lie shots were instrumented -with imechanical- ¢ plic:t]ale to a otle vaziety Ciehcr ittVestig�ttoi+; have prtiposttt danxagt Cri- oI ptical displacemtr}tstisrrlograplt3 of tlirtt types: aria and defined three or xtore zones of dams .' " Car 'I 'dge Soniei, and' Geiger. These wvere in or star flee structures; Tlie natural ' age, Because clic data did not Itaveiltomogeneous wlie the outer Iir►ilts : of tilt placed frec(uencies of these instrurneni's were twthtn the , + ` yariaiice i po�olecl; tlaniage zones could not be. d'cterinined scatisti•;; r Duvall Togelson (2) record- range of the observed It The Cath- bridge system w111 nattirat frequencies of 3,5 ' copy, Tltere[ore, and' "tellded a sate' zone and, a damage zone. �A� ii cp)jbi tht� horizontal and 5 5 cps for flee vertical direction the most serious probhfi. article veloC t of 2 in .sec was r, os: d ac p y / P p: separation Between the `safe and d htrin- :presented 'I'1.ie ousecved frequencies of tete seismic data An ;.were ,rcasortatilc ih the �e of I',5 o I5 chis, additiohal xohes. ,_ •, n ° 7 ill r ,r a f - _t� wr• 22 , r AGASitNC VIBRATIONS ANG THEIN EFFECTS ON 9TRRttCL`Uft1FY 2- ity, or acceleration, often leads invest! ators tii� ti trop rs done in the frcrttenc domaln, qtr , a th)culate one or mord of hese `uatttitii from, �lelovs rile plot of elisplicement rate rX't �t�r34 q tical rel'ttronslr! s are , 1 cit versos dia rlac tmt nt comp tted front/ the. others, The ma hems tt =-fYdt ar om v = tlit/cit velclt,it.y ! V 411111 tr(tliltt111� = �rclt ur .H„'f ; Darr, rcw rctlt�t�l j its the Ih�t iss;C Utttl trdi• Where ( ) ! , 'l«Illi lino ttHtl alrl, I )n�'Cluu�s 1411 il )utas til` iltiltlts whit t lrttilitl�r'u�sult �f it = displacement, if the clisplace►gienta tnicttlattcl U v = particle ve'locit e tiv me hotly Were,ltictllit'tjl, ” 1'hc bulk of tlic t ptt of Yf f«Ill til; httfctty the llU4 iiltilc.ltt's. III -it; rllslll,itr• 't acceleration, and' +� nfcuts ca)ctrlated 'by tlsstfnrinl,► snnplc h;tt►ettsuic ` t = tfine, matlou ire geachilly lees titan (11sl)l4iretneiits The integration or differentiation can be done from integrated velocilie whit arematheniat!- either electronically or mathematically, ;Neither ca11:Y correct, of these techniques could be applied "to tic ub= , Ilecause � most s;ticiiltltions treating jilte pub. t ]=shed dat=a p Irshecl data were frt►Iti displacement or_accel4ru• , because the original records were not, tion to particle veloeity, the next w 1s tt1 An altermuWe procedure'�permlts calculation ' i re,rtl the kAk a itplittltl _ t � � g a e rite syuihesieetl tlls yl tcement tune rec<yrtls,. : s of 1 tit' usrn uarttitles froth a lyen recordtil 1 and tssnct;lted trete 1'e either rluart y g� tite relationships of equation 2,8; gLej1Cy. These vsllues tVere used to c7linla e c u = v/2nf or v = 2rCu »article+Velocities alstuuiltg simple haeu�wric u10- (�.�) tion The caleuhrtc tl piirtirle vclocues we�c d ,. v' a/2,rf or a = 2,rfv (g,g} platted versus recordcl! particle velocrhes for rite where f is rite frequency of the seismic trace; wine traces as ehotwn !n ligtne'3:G;' Ag4►in; the line a where tate peak amplitude is observed, >rquat)ons ! of 1 Osllows the relsltio with a Slope to nstrip o[ ell - 3,4 and 8,5 may be used if the motion is s ntple dilated aucl recoi=led values if they lin «e a 1:1 harmonic. This !s not the case with seismic mo• i'sttio Sint:e most of the ioirits fall iteloty t) e tion which is generally aperiodic; The authors of colt ul4itetl values a.e gt teti';dl less than line rile published papers used these relationships rerordetl velocities„ Y t ,1tt Y either directly or indirectly, Duvall and Fogelson It should be noted thlt the calculatiuti of chis+ ,t (Z) used this reatment directly or indirectly placenteilt5s shown in 'digure,5 is directly papers. 11641161 m ;y lvhen an«11 ion the Gil t from lite three ptlb- h us to the, c, ictilation of par tic.le velocity `r Y 17 1lsllet Tltc neiid o establish the rel toil. data 'fraht rectirdc'tl arrcicration 141111. `)'Itd ? it of using equations 11.4 ;Incl '�. oir a rerltt lie sults, siuntin in I! � iris i r d'tta Was pressin► ! t !,t „_ ;tiul .+1,11, nt�lit'itc° ilr;tt� t,, partlCUlitr'iy when circ dalta <<tltal!'�'6�oc, Iw$ ea It. fl'{1111 l!�ithCi` {111ill;li'lie were being, used td, damage criterla� ��« i�tt or acceieralioli tiara ,asstuuiug sii, t its ave. 1'articic velocity records obtatnetl dtirin ► rnonic 6rorlon will geneirlil': ht: 1 current test ser)es were used to evaluate tit use est titan ljarticle of equations 3«•i and 5,5. Dai4i `fronx ewer velocrti"es recorded directly, It is obvious that a` al shots 6lamagge criterion. of particle velocity calculated r k' of different charge, size and distribut!on Wert: from iisplacement and acceleration 11114 a built-in { selected for analysls, The da=ta used iricluded Y w ratlral, vertical, and transverse components and safer ,Factor. If Elie data bE figares 3 5 and 8.6 E represented a cross section of thte' data aVailaiile, feh ahavt the lines,, a risk factor,'' would !rave The peak amrlitude. and its associated: frequency resultttl, x' were read for rite selects -d valoclty-tithe 'records. tivas used to calculate the di'splace� 9'7-=ItECi�]NMENIJED SAFE, GROUND in for„ these d.atit,'JIlie. sa=me velocttytime 'VlBitA TIt)N f DUELS recordS, were digitized, input to` a computer, a'nd On the basis of the statistical stud F` rite velocity amplitude spectra calculated. `These dished data and the`, reCottmendaaions oo` pu6.k spectra here integrated in the frequency domaininvesti ators, f the to pr'ovlc)e displacement ainplltude spectra from Langetgors a=nti o6thers,spartitle velocity d' :more Northwood; and. tvltjch displacement time records Were syn= closely associated with etam�ge to structures' than thcslzed The peak chsplacement could then Pie either Misplacement or ,acccleratton tletetmined for each rccgrdrng, This is the same �s1mWsparticle velocit 'virratts�fre ti ' %=gore y as applying equaEion 8 2 to tlte;original cla,ta to log plot' Tliese.h:rve severally been co�vercrcl o' } 4ietermrne hsplacemeni except.',that the Integra• particle;=veloclty frol>1_.dislacernent ar keel : p eta v 26 IIIA11'rlNo Vl11IlATIONB AND TIMIR KII-I ./rl'N (1N N'1'Hl1U1'IINkV # aM 100-,a-. v. 40 , r '20,. z, I0 m O O °°o I 0 °� �d r a �° ,a��; ado p o 1 I y Safe' blostino criterion 1Q:r 1; t CL , u 1 0. 7+ o Bureau of iltilnes a Langefors No damage dote k © Edwords dnd, Northwotld ASCE-OUMInes- Test ~ `• � - !y , .. , I.. j!•nn�rr�oraeorrra�x®��wer�nlnYY�Yn�o ` 0 2Q0 4G0 6,00� 'I 2 4 B IQ 20 40 60 IO ! F'REOUENCY,ops >Ei�,ilrt� '.O.--Paxticle -velocity versus frequency for uo dothage datki (' t _. , �+ressure`s As low as 01_ psi: Charges of. explosives lkdsearch' Laboratories (g, O)' were slmllar to rift detonated in boreholes at 'sirniiar ex iaslve,t0- those, of,Windes. Glass panesforced nto frames P, l} wlnclow distances as used In tile' open alr blasts so as to be under constant sttain were found t4 � rrri diad not produce failure of window. panes due tocrack when subjectcd to over Assures of 0,1 psi, air :blast o'verpressure:,. Qn the -basis' ,of these ' i'ropperly mounted panes were,su. ject to ac Ing Uurhsy' Studies, lndCS conClutled that undeC at QVCr CC5sures Of,0.75 pSl OC i,�lcaOer. Air utast. IlOrinal bla5tlllg COIldltlonS the problem'' of darn- pressIures of "only 0 09 to 0 05 psl could ViilralC" agc from Bir 1ala�t- was lnslghMianL, loose widow. sash which thighs be a source of ' it The .results of an ex'tcrzsive study aE the' air complaints tiut would mo, represent ;damage, r° blast overpressure problem male by the Ballistic As a x`outine procedure, 'lydwards and IVOr; ii- y 1 n i S a �t r iti , 721 SAFE Vin RATION LEVELS FOR RESIDENTIAL, STRUO•ruFtpg 29 ' r not reall "` y solve. the probleln, The Only possible Ground Vlbrationi "tn solution is to keep Vibration levels and air blast Dl.ufnR, 'Water :Power, February 1958, pp,, 335-3�9, 390-995, 421 pre-, 65 Lyell WOW (lid safe Vibration Criteria x24 S.Peterson, A, P. C„ and E. E. Gross, jr, Handbook of r atttl co1►ecntrate 'on noise abatement, No1ae hteasurrment, General Radio Co., West, ' Concord, f5 r : Mass„ 5111 cd19G9, p, 4, 9. .Perkins, Deatircgard,,Jr:, Paul H. Lorain, anJ 1Vit- lia+t► H, ?'ownscnd. i x,11- ILEFERENCE5 IOrccasting the Focus of Air Blasts bile s i, Crandcll, r Ground Vibratdoit D1te to Alasting Oad Its Effect Upor to hleteorologgfcal Ccin¢iUons in thr Lower Atn os�►here, llallislic: Rescorch Laboratories Rept, No, I1 8, Octaber Woo ? Strlictures'], pf thr tiaeton SOc, of C►vtl Engg,sects, April 19.19, pp 222_295 2. Duvall, 77 10, Perkins, Ilca trcxard,;f,r„ Arid WtOis 6, Jackson, Fland- btwk for f ,. "' ► % ;%Ullbur L; and D. E. Fogelson. Revievi mf Criteria for Estimating Damage to Residences Front Blasting. Vibrations. trdiction of AG I11ast Focusing, Ilifilstic Rescarcl► Labotatorirs Rept •No, 1240, Fcb: , 19ti4, 100 R Duhilnes Reptz of lily. �J68, 1962,• 19 'pp, pp, 11. Polder, D, V, A Survey Cohip)afi►fs 3, Dvorak, A. Seismic Effects of blasting on Br ck liouses. Pr geofyrikeniha Ustance Ceskoslovrnskl of of Sefs►nlc-Ra fated 1)auia c to Surface Sttilctttres'Foilowingg the Salman utltfcrgroutntl Nuclear Detonation. Akadctmie Ved„ No. 169: Geofyslka1ni Sbornik, IrJii2, nil 1. or, the Scds, ,Socx of America, v 56,. Nn, 'I f pp. r-202. 6, December f1JG6, pp. 1413-1428, C. Edwards, A, T., ,and Northwood; T, 13 Ex' ertmefttll Stullirs' of the Effects of blasting" on Stru cures, The 12, Sadivin, L: b„ antl lir, I. Duvall. A Comparison of Expl°dvcs uy Cratering and 'Other Methods, `rrans. iw k1►ginecr, V.,210, Sept. 90, 1960; �, 598-r46. p r 5, Goldman, D E. A Review. of 5116 cctive Ra Rao of SME of AME, v 232, Jime 1065, pp. III 19; Thoeucu, ]] R and �Vtndes, Si.. L. Seismic ERects -115, 1 onses to Vihtat ng Motion of the Hutson Body n the Frequency Range, 1 to,70 cycles per second. Naval dto icai Res: Inst. Repr„ No. 1, Project of : Harry Il'lasting, IIUAtincs dull, 442, 1942, 83 pp. 14' �V�1 F J i Jr; Seismic -Induced Architectural Damage Masaury Struclures at h Mil NM 009001, h[ar, 16, 1948,. `l7 p 6, 1►ringcl, J, R. Control, of Ali lllut Effect ercuey, JVevada. Duli,, of -the Sell, Sac, of America; ' 57, NO. 5, October 196 p r,t Retulting From Blasting Operations, M"ining Congr, J„ April 1960, op. 51-56. 15; WIndes,pp,L9Damgc'From Air Blast. Progress Rex port 1.SDuiV9ines Rcpt, of Inv. 8622, 1992, 'A. ?, Lan efars lllf, ICihlstrilt g B n, Ii., and Westerberg', H. 18, 18 pp, -"-" Damage Frnm Air D15st, Proggiess Report 2, liUlilries esl Rcpt Yn'v, ��. of 3708, 1993, 50 r.,t .. r f • i t 1 r .t + , i , i I' 74 Above 40 Hz, a constant peals particle velocity Of 2.0 in/sec is, the maximum ,safe value: Below cions, and provides t, SnIcoth transiti()li for the itttcrmediate frequeticy cases. ''I his. method of 40 Hi, the nard�,lmttm velocuy decreases at a rate' equivalent to a constant peak displacement of analyzing the dam,,i c (�oteutitil of blststing i- brations has the distt�var�tage 0.008 in. At. frequencies corresponding to 0.75 of pc�ssihly Unrler- estimating; anno„y*WCC reactiom. Nf tltgj t in/sec for Drywall, and)0,50 in/sec for plaster, constant particle velocities are again appropri. sPanses (fig, 40;dO 06tdecrease nearly as fast as structure (corrier� responses as firyuences Ate. An ultimate maximum displacement of 0.0801n in is recommended, which would only be increase from 10 to' 40 44, A very nearly linear decrease of velocity' atttplificaticin ivas of concern where very, low frequencies, are en-, ohserved for the gross structure; howe�rer, the hi countered countered er 4 Hr.), This scheme is based -on the 'response and midwall resporisr ('reyuencies will make the 20- to :35-Hz vibralim.is relatively damage data; recognizes the displacement-bound ; trtitoying it the maximum` levels sl►flwri `oiy figure 13-1 are at- .L, requrerriertt for -house responses.to blast Oka- rained, c. , r T. *04 GObERNMENT PRINTING Q,FFIO� 1 40-,'1301' o2hft INT>�eu.or MINss,pcn.,PA zsoiz ud it kY. l„I ��P 1 r Tq t A fi Bufte' Go. PiAnnin9 �1 Oroviffo� "Wo A > 2p. Jane 1985 Alan Avis, Chairperson Butte Count)' Planning `Commission y; 2 County Center Dri"ve Or OV i l l e:,, CA 95969 Dear Mr,. Avis'; On 9 May, 1985, 1n a presentation before the. Planning Gummissian, we reque's'ted t1fiAt a :comprehensive Environmenl, 1 Impact Report, or s!i.miT3r stueiYg, be compieted: relating to the ooega#ibn of the i'raying V; Munk M''ines. ,I, d Singing CreeK M1he in i'aradise, Xn View of the pole nti.;al length of the.rninirig "operation, the fnrons stienc i es ,of the p l ann i ng documents and the cofiOrns Of the neighboring hPmV'owner+s, we request that the EI R, or study", be: 1nitia#ed at the ealiest, possible date. Our obi"active, is not to halt opera:iOn of the mine, byt only to assure, that the proper' safeguards are ini ti'ated' before they proceed with their work. we also feel i't''.is° naeessai~y that the mite c1"eat iy , 01aborate, both their. short and long, range plans f,or the operation and the effect `those.;pIans willhave on the community of Paradise. Glc would appreciate your prompt attention to our concerns. 9v JoAhtt. Bail asci: , 6699' V i:ew Acres Dr, i ve paradise, CA: 95969 , N - iii .. i . .. . i� t�' �. s'" � -,.=rre►4,' .. -- r BLASTING LOG (Continued) '. x.1'5 AM 2 15 'PM 1-22-85' 11:03 Art r 1-23-85 ,: noonish 1-2485 9:15 AM 1-z4-85 5. 25 PN! 1-25-85 9:30 AM - i-28-85 12:00 noon f. 1-29-$5' 12:25 .PM 1-30-85 7:.3o AM 1-30-85 4:10 PM 4:2o PM 9:30 AM 8:30 AX 245-85; :8:30 AM A 2-05-85 Z:15 PM 2-08-85 3:00 PM 2-11-85 dayshift 9- -85 8:00 AM 2-18-85 9:30 AM f 2,19-85 :35'AM Z-20-85 7:35 ,AM soft 'faulted material high i.n tacky finaly catches under 2-X21-$'5 7:35 AM a hard lip and escapes above us 2-21-85 5:20 PM 2-22-g5; x:55 Am - relief hales 9-22-85 3:00 'PM 2-z5�85. 9:45 AM 33 hole lbs 2 26;,, 7:45 ;AM 33 holes 49' ;1 2-27-8j 8:30AM 36 holes 50 lbs %c!{5 AM 40holes 60 ;lbs 3-oi-$ s:oo.'ANI 45 ,holes 65 As 3-11-85 81.35' AM 27 lxoles - Rr�1 CUs 9:15 ANC 27 t10, es 3$ 7 bs x'-13-85, 7:-43„AM 27 holes 351bs 3=- r 7:5, AM 30 Boles 43 lis ;�"2 r 30PM '; 5 ' holes 22 lbs BLASTING < LOG(Continued 3-14•'85 5:29 AM 27 holes 40 lbs 3-15-85. 12-300 -PM 27 holes 40 lbs 3-15-85 5:25 PM 16 holes slab round_ 3-19-+85 lo:2o AM 30 holes 40 lbs 3..1945 5:25 P14.6 holies 3 lbs slab round 3-20-85 5:13 PM 29'holes 40 lbs 3-2''.-85 9 10 AM 4 holes 4 lbs 3_zl-8S 5113 PM 27 holes 40 lbs 3-22-85 l:45 1% 27 holes 4o lbs 3-25-5 1020 AD! 27 holes 40 lbs 3-25-85 5:30PM 35 holes 45 lbs. round plus c1e b round., two headings 3-26-85 5:10 PM 2% holes 4o lbs 3-2 -85 5:2.5 PM 3 holes 4Z1bs 3-2$-85 morning 34 holes 45 lbs If It 5,ja'kv77�f-6 In JJ f: rj� 4es'0 /5 I�2S 6,Jiru5> , r 0qo �srk2 �r� UP 17 0:4) k $ I 1Z 1 . � Oleo •`r„rw, �l ivrke, �jt up 1, r ,,��� /�•�'� lad � � � 4 � ,i i614Asre / v 10bl'asts, d Dlre tV%7Z'Y 1 11�/1► 7/7/? / r"o e , 14 DLA/$ 3 or!'d �7�/ 5 S F� C �C % q:<l/IvZf z'�' tra Cdr c,r'igrr r shawet 07-7 C v77 �! 0?3 ,,�rrre3CFru� /r" t w hcaw`c� l,r r Mer nt tsr3 ra737 ,; Z 0 73 1 .Z C' 473 C 2. I, c� 73 17 f1 i'Ll is%Clr kF0ei lflQ w l� r� w•�r GCusis=`� M zz F x Zy' /2':J �? 1a7 ` , DrJ� I V,lIbilJFiJ sm es L jFl t1 i7G'WJ 4' F` "2 r L a �F ti G y y Nanecrv�jc'r ' / /*, , rawiler lrz C") Vo. Time 7merr7e '�, h w deep , -or b es' 21 zz 25 4 /%,�+ dere / G'rn 5/atsr { I y r i I Yr .F I 1 1 4t ]T ' . t � n II monuments (Table A-4 RI 8500, such as the rook pinicles. "All homes ,are cranked from'natural causes,.including settlement and periodic changes of humidity, temperature and wind. Soil moisture dhangoo are notorious for causing foundation cracks (e, g. , from tree roots , ,` The wid tts of old, cracks change, seasonally and often daily; however, the, number of craokp continues to increase with age; independent of blasting" (p. 47 R1 %07) The human response when subj.ected.to steady-state vibrations between, 01-010 8c 0--033 in/sec PPV for 3minutes is considered to be "slightly perceptiUle" a (Reiher & Meister) (1). Goldman has noted that 0;03 in seo p•'V at 4s hertz is the mean for slightly perceptiUle'steady state vibrations (see F g. 39) (Z); 'Severn researchers have recognized that ��he; cluxation o£ the v'�bration is �° critical to its undesirability. Mont 6 evident is that a higher level canbe tin/sec 2 .... _ _ _ �_ safe structure• 11mtt to lerated if the event is shod'?. H chang has noted, that Reiher & � ..o.e intolorabl• Meister's responses could. be multi- •o ,4 plied by a factor - of ten for short J > 2 Unpl11 ecoant events,(1) (4). 1a,ta colected from U the Salmon nuclear event has shown 1 a .09 os `PP at 0,035 insec V less than 04that 1 -family- 61i, 1000 should complain :02 and at 0:100; sec PPV 1 £amity ,qt f 2 4 6; 10 2Q 40:60 100 out of 100 should complain for FREQUENCY, cps rig, errents _ 2 see. 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C "`,C'<,TY +..�✓3 f`� yCj �*nyy i]F�� Fj h �. � _ './�.d- 't � t -i' z_ i .ass � # � .xi.��...c:-.��ie��..; .,.i uz�lc'.•s�.�E�'.'i-�x'�_.at_.s'9�"f-<'�-=i5�¢.tC- _'�+_ ;"� �Jka.. �..wT�ar.�.'�r =�� i t� .a: MEMORANDUM r ;; n 4 1 '� — ,t r ;; n 4 1 61 r< T0: BOT -TE COUNTY PLANNI COMMISSION 7 County Center Drive Oroville, California 95965--3397 RE: Singing Creek 'Mine Use. Permit 82-4, 84-37` AP 51-03-:82, 34 0 36 and others Commissioners:; The unde"rsi"fined, being Citizens ,of Butte County and, Singing creek. Mines in its residents of the Paradise areae supe ort to continue its mining operations` under its existing, use efforts permi t. ; .�,ining in general is of historical and; Singing` pr"es.ent-day` Creek Mines' ' importance to the Butte ,Coun;ty economy. is a responsible business entity, and has contributed• leas been and to the local economy by employment a'nd purchases f04rt. ght fo,r capital in explain improvements. It has also been .open and its operations to ;friends and critics alike. We urge the Planning Commission to make unsupported claims, an to its decision allow Singing, based ori facts and not on ,d Creek Mines to continue its operations under i.ts existing use permit. Name Address._ phone Tele �ame , ' oY (reek Nl/7el D,q 7•E CLQ 2 �,d -,-. G o �'a>srponil 1 eoar�/.s 7-Im c4117 14 e- l6 !/.2S> 1'7 r 0790its koke me up f r h /i�Od ✓14r 083"7 /20D a 1227 ,�� oTois•�d,� wck� Me ��,, �� �� 0730 L3 1424 1114 /fa 20 0 93»5` o y�o o� 3D S asp 0 B F i soo / !c� Mass , u. R 7-L,- 64 , l line- Fd6 I. 7p945- o�lo�l rfs" -bocf ----_: � /B 0137 �3 v%5y h�u,z� b�u,rfr snowe,`� odoo 0737 07 % 41 hearel over d irr nq/StS d7J 7&_r y 7Y S 'ovYsid wetfehea �rny ' ,Z 1230 17 4rr b7.� ru'"/,i,,;9 sures 49tt nd 745 ' �iy n ;t_ u r m✓er �V �n�(: kitr/�c., nor es ., x747 Secy„ r 044 �y+� LIfCI� Dego, rr2 40 Ahi�kL Gd'tt k G i ¢ate dA ;6 r lam. x 30 4142. 4474' r 7 z 5' Da �� �aneavta4r �/ f�o�ri� mush e,� f#,z,. Serif f decd r✓rn bl[ s �a` Pb 21 %-id 44i fvjta, Z�. /0,20 7A,, A ° 3 S /rp Ada., Q6" d , w7'` 175 171, s r cy`er rv, 6/ /7/0 4 �7 t rays' ` x 7794 . 4 I d 4 A I k � � F t i R v _ .t.M I All Of MR ISSUE DATE (MMIDD/YY) 22285 W(�ODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THECERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, Andrew F. Watson EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOWu Daniel & Henry Company 100 North Jeffersgn CQMPANIES AFFORDING COVERAGE St, Louis, Missouri 63.103 — COMPANY �. LETTER Fedpw 1 T'nellhance CI]Ill�Jr�n---Y-�— COMPANY LETTER El INSURED inging Creek 'Mine's & SCM Leasing Co. °End NY G 90:0. East "Camel backCOMP -----• .cotts•dale, Arizona 85251 LETTER la' lE,'1'TE.R COMPANY LETTER THIS IS'To CERTIFY"THAT POLICIES OF INSURANCE LISTED BELOW HAVE TERMOR CONDITION OF_ANY BEEN ISSUEDTO THE' INSURED NAMED ABOVE FOR THE POLICY PERIODIFlotwED, CONTRACT DR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICAT9 MAY NOTWITHSTANDING ANY REQUIREMENT, BE ISSUED OR MAY PERTAIN', THE INSURANCE;, AFFORDED BY THE, POLICIES DESCFIIREO HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI- TIONS OF SUCH POLICIES. �Y 40 TYPE OF INSURANCE POLICY NUkiEIER PoLlev EfFECTNE DAZE (MMUO YYy POLICY EYhullDII DATE (MMwrm LIADILIIY C LIMITS IN THOUSANDS AQQREQATE �R , OCCURR N GENERAL LIABILITY ooUgY S COMPREHENSIVE' FORM' - DhQMAO� PREMISE5IOPERATIOIIS UNDERGROUND . EXPLOSION 6 COLLAPSE HAZARD ca`Tiro°e4 500" $ 500 PRODUCTSICOMPLETEO OPERATIONS OLP (85) 7306 1:9 83, . 9/10/84 9/10/85 GDNTPAc1uAL ". INDEPENDENT CONTRACTORS: BROAD FUAM PROPERTY bA.MAGE `PERSOIJAL INJURY PERSONAL INJUAY $` ', AUTOMOBILE LIABILITY $ ANY AU10. mar ALL OWNED AUTOS (PRIV PASS) All OyJIJEO AUTO5 GTHER TIIAII tlE+11 PRIV PASS HIREDjAUjOS _ PROPERTY pAMACiE. NON.*IED AUTOS COMENE01 GARAGE LIABILITY EXCESS, UABILITl Y COMBNED $ $ UMBRELLA FORM' OTHER THAN UMBRELLA'FORA1 STANTORY WORKERS' Cbh PENSAT ION , IEACN ACCIDENT] AND POLIGY LIMIT}; " , WOWYERs LIABILITY ^(DISEASE $ (DISEASE EAOH EMPLOYCE OTHEi{ i )ESCRIPTTON OF OPERA'TIf,1N5LQCATIONSNE'N1GI.OHJ aPCC�IAI ITEMS 0 • � City o f Parad s e Ca l l f0 rn 1 d. ''& SHOULD ANY OF THE ABOVE, DESCRIBED POLICIES DE CANCELLED BEFORE THE Ex< Iit T�16 COOn 6 PIRAT{ DATE' THEREOF, THE ISSiII�lG COMPANY WILL ENTIEAVOR TO ",WRITTEN, CENTIFiCJ E NAMEb TO THE ty 0 ei iNAIL ! DAYS NOTICS 70 TIDE 1�OLDEFi - % CO Unty Cen'te r IrY"I jleFT, 9I _ BUi i AILI�RE TO MAIL SUCH NOT{, SHALL IMPOSF� N0 0©UGATIO'ht OFj A" i rov.ill•e Carl ifornia:,',9$96 5 OF ANY kIND UPOf:THE OMPANY; IT,r A TENT �. R REPHESE�TI1/ES, `IVE AUTHORIZCD REPRE$ T G i FILr: AP s1-03-3.2, 33, 34, 35 36 TO: BUTTE COUNTY PLA14NING COMMISSION STAFF FINDINGS, April; 19, 1984 APPLICANT: Praying Monk ,Minas Singing Creek Mines 0{VNE'R; J. D, Wil' iams REQUEST: Use permit to allow mining explora- t i0,71 to amend- previous, usee mit to allow the use of explosives AP N0: ;51-03-32, 33, 34,S F 36 SIZE : 160 Acres' LOCATION:PTN Sec 3. 10 ll T22IV, 3E' Pat-adise Area EXISTINGZONING: Th1-4,0` =ZONING HISTORY: Zoned TM 40 ,7une 27,, 1978,', Ord, 1944 SURROUNDING 2, N,,NGTbt-40, A-2, Tatan of Paradise SORROUNDIN * LAND USE : Open, undeveloped canyon laxed, GENERAL , L,,, N 'DESIGNATION:Low-Density Residential, High - Density, Residential Commercial'. Grazing 'Open Land APPy41CABLE REGULATIONS : Butte County Code Chapter 13 (Miring F Dredging.), and County Code Section, 24-47' (Criteria £or Granting Use Permit) and, 24-48.4 (Procedure of Use Permit) COMMENTS RECEIVED:;. 0.Hnty 1'ubli.c Works : "Same as August of, 1981, i County Fire Department : "No Butte iQ6,nty Pine Department input. ANALYSIS:, I This ve `uest is i'o a Q use permx t to'allow mining explotatio'n to amend a preir�ous use permxit, �82-4) to aI.loW the of said use permit staged that The applicant,wo Would like use' of cxplo'sives;. Item 12 ; t}ie use of explosives wall be , D to explosives on an intermittent change Item 12 to read that they can use basis during their .explo.ation phase. A,£ter in the min, , any pos$1 e envy tonmeiltal impacts b4 very` minimal. Thi. blasting is to be' a de]ayei3 ,detonation, system and bl,ast`aig caps `be ,p­6ulcl, done; entirely underground 'using to minimize •concussion;',. A]so ;al] exp•1°Jsives j�riXl kept in `met'al mag�.znes ;sunder double' ,Lacks YES MAYBE N0 h Exposure of people or property, to geologic,hazards such as earthquakes, landslides,, mudslides, ground failure,, or ,similar -hazards?:• _.-- 2. Air. Will the proposal ` esalt jt : a, Substantial deterior4ti.on. of ambient oxo local air qual:ityl. b. The creation of obie:etionabl.e odors, smoke or 'fumes._ -- c. Significant alteration of air, movement, moisture or t;emperai;ure, anychane in cl.;i.mate, either or locally or regiona,t,ly? �. . Water.,. Will the ptoPfPsal result in subat:;antial. a . Changes in currents ,; or +Y: iie course OrL direction of wP, ter M*Jement. b. Changes in ;absorpwtion rartes, drainage' Pat terns , or the rate aYu1 amount of surface water runoff? a . Need for off -sit' surface: drainage impr,o'vements, including ��,etation remora channel �.zatiorL N., "Rulvex;'�t ittstal.lation� --- i. ji7 ei�atibtls tca 't,Kae oourS oz flog of :flood waters 1 ; e. Change in the a" bunt; 041 surface in any wat',er botf��r''A'. f . D31.8 charge into p,urfat� tntaters , or in any alteration bf Zllrface water,'qua lJ.ty, includ':i but not Ii mi. ed to temr�Ieratture,'diss`o.lve'cl oxygen or turbidity? g: Al teraC7,on' of the dir ecti.on or rate of flaw gr, waters? ha Change in 't�ce eluant r.y or quality of ground'wat�rcrs, ei��her through direct additions a,r �vithdrawals, or t°,kttoug;h inter.00ption of. an excavations' aquifer by cuts or , id, x v Pale 2 af' 9 I 1' - YES MAYBE N0' i Reduction, in the amount of water otherwise, available for public water supplies? ,j. Exposure cSf people or, property to water related hazards such as ; flooding?'. 4. Plant- Life. X4 11 the proposal result a.n suhstantia a, Loss of vepe tation, o r change in the diver ity of species or number, 4:.. of any species of plants (including trees, shrubs, grass, crops,, , microflora and aquatic plants)? b. Reduction of the numbers of any unique, rare or endangered species , C of plant8l c.. IntrjoductiLon of nese species of plants into an area, or in a barrier'. to the normal replenishment of existing species? di acreage of any; agri- cultural prop? S. Animal Life. Will the proposal result in substantial: a. Change in the diversity of pecies, , or nimbersof anIy .species of animals (b.itds, land animals a,riclud ng; ',Ioptiles, fish and shell- fish,; benth`.c orgaiisms, Insects or. micr(ofatina) ? deduction of the numbers of any ' unique., rareox endangered species of animals? r C' Introdticti.on of new species bf animal `into' an' area, or result in a barrier to the mgrat ion or :y movement of animals? c�. Reductzon;'of', encroachment IP: onj or def:exa oration to exist ilg f .,sh or aildlfe habitats h, App.eD;ci.F page 3.o9 lfr� j1 I ) My YES MAYBE NO, C. Noise,: Will the proposal result in substantial. a.Increases in noise levels? b4Exposure of ,people to severe noise levels? T. Light and Glare., Will the pr oposal pro a sigftificant light or, ;glare? 8. Land Us e, Will the proposal result , in.a significant: a. Alteration of the planned land use of an area or a"s.tablish a tret'-'fi which will d'eMOnstrably lead to such altetat.on? b. Conflict tTith uses on adjoining properties; or conflict with est'abli.hcd recreational, educe- - tional,'religious or scientific uses of an area? 9. 1 Natural._Resources. t+fill the proposal result 'in substantia a.' Demand -or, or increase in the rate of use of any natural resources? b.. Depletion of any-nonrenewable: ., rosource? natural .._.:._. ..�. 10 Risk of U set, Does,the proposal invo, v,e a risk of ar;i explosion or, the. -release of hazardous substances (including, but not limited to, oil, pesticides, chemicals or radiation) in, tl'�, -event of an accident or upset condit"ions? 11. Population. ' Will the proposal significantlg alter the location, di8tributlon, dezisity; or growth rage of. 'the human. population f an area of Days icaley divide an est ablished. community'?� 12 . H�oUs Ln Will the proposal r S:i gnifa.cantl,y af.�ect existing liOUSXn, 8 or create, a ',demand for additional hou ing'. , A_ ` ender F' PP a�'e�of Yk. YES l3. Trans ortatIOt/Circulation., MAYB9 proposa' - rest tn; Will the a. Generation of substantial additzc�.nal vehicular`movement? b.' Significant effects on' exa stingy parking facilities, — or demand for new parking? c. Substntaal ir►Pact 'upon existing trans porta systems? d • Significant a1`terations to sent Patterns of cx;rculation or movement Of people and/'or goods?, o• alterations to" water _ bornz, rail- air traffic?_ or f . In.crease in traffic 'hazards to tno°t.or • vhia :is, bicyclists .� or pedestrians? 14. Public S•er-vices'. e._ ect upon, oposal h6me or�Jresultein� e need substantia ed for new or. altered';ovarnmeata].' 1 ser"vices in any 'of the foloWing areat- a. Fire protection? P01],Ce Protection,? w �..... c• Schools? d.. Parks or other recreational .'�. r�'�' facilities': Maintenance inc ludi;ng, roads?�ublc'f"acuities, f. Other governmental services? EncEner T�1ill the __.�. .."" proposal, result in: a• Ise of substantial arnoiints of Eitel or energy? b . Substanti&'j i -'-' ncre'ase in demand upon; existing sources of ever require t'he dovelcapmen:t 5yne T� ..ources ofenergy?, paged 5 of�, g YES MAYBE NO 1 6. Utilities; Will the proposal result a.n a need -for new systems, or sub statit- al Alterations to the following utilities: a. Power at natural gas, b. Corununications systems? c . Water? d. Sewer (will trunk line be extended, providing capacity to serve new . development) ? Storm water drainage? 17, Hutan Health..; Wil'1 the proposal r.es tilt in a, Creation of any health hazard or, al potentihealth hazard -(excluding mental health) ? b. Exposure of people -to potential health hazards'3 1$. Solid.Waste. Will the proposal result,' in any significant impacts associated with :solid waste disposal or litter control? 19. Aesthetics. Will. the proposal rIesult in tie atstruction of any public_ de.signate, or .recognized sc'enievist_a open to the public, or, will the` proposal result in 'the oreation of an, aesthetically :offensive site open to ' , p gid. view? e 20. Recreation, Willthe proposal resu��t in an impact upon the quality or uanti qty of existing publ�i,c- recrea— t�on facilities? 27., „„ Archeolo ic', Historical,. LJ :l1, zhe _ propo,sat'esu t` nart ,alteratiorn of asignificant archeologica`1 or historical site, structure, ob,j'ect or, buildirng?' Appen diX F page a6 of, 9 1 y , YESMAY BE, NO 22. Mandatory Findings of significance. a Does the project have the potential the to degradethe quality of environment,., substantially reduce the habitat; of a fish or' wildlife fish or wildlife species, cause a papulation:. to drop below self " sustaining levels, threaten to eliminate plant or ani ma.l com- munity, reduce ;the, number or restrict the range of a rare or endangered ,or or eliminate important plant animal examples o� the mai or peri ocls of or zehi California history p ' story? , ...., ,...� .--. b. Does the project have the potential to,achieve short term benefits to of adopted the detriment publicly bong-term environmental goals? =---- c. Does uhe project have impacts which are individually limited; but cumulativelynconsideraole is project may impact re separate where the impact 'on each resources xes.ource 'i s relatively small., but total of where; the effect of the the environment is those impacts on slgnifi cant.. )_ ----' J d, toes' the project have environmental. effects which will cause substantial adverse effects on human beings, `ther directly or indirectly? ei I I 5 Appendix i i I F - page 7 of 9" ZxT. bISCUSStON, OF BNVTRONMENTA?, EVALUATION Project Description 1: Type of Project: Use Permit, Mining.'Permit , and Reclamation. Plan,, , 2'. Brief Description: Exploration and operation, of art old sub. - 3. surface mine in buried placer channel gravels. Location: Little Butte. Creek canyon -0, immediately port}west of the Town of Paradise, north of lYabstiaCf lto;ad. (Mineral Slide and Lucky Jolin rnineral claims) 4. Access and Nearest Public Road(s): 3miles south along private' 5. road extension of Nitztshew Ridge ;Road - Method; of Sewage Disposal: 00 -site septic; - Leach f-elcls on, the stockpiled ' tailings . 6. 7. Source of lYater SuPp y: l tiYells, springs, subterranean taater Proximity of Power Lines: Main lines, 8. traverse mine portal site. Potential'for further land divisions and development: Phase T will involve sampling and evaluation of gravel deposits over ! year period: Phase 11 will involvo full ini`ning ,' operation, requiring + 20 acxes Of loiv land dor tailings deposition (floor of old hydxaixla c pit) , Environmental Setting Physical EnVironment 1 Terrain a. General Topographic Character: Rugged steep canyon slopes borddting Little Butte Creek beloA Paradise Ridge, don- taining a few gentle slope,areas. b. Slopes, Generally 30 to 50+ a, average = 4,096. Several Isolated areas of 5- 2 01, r.. Elevation: + 10'00feet A.,M.S.L. 2. d. Limiting Factors: Steep slopes above L Soils ittle Butte Creek. ae Types and Characteristics: Casabonne conglomerate soil series, a gravelly clay loam containing considerable c'oarst fragments, susceptible to 3,. .severe .erosion. hw. Limiting Factors , High e,=r,osion hazard, sl°ape stab3li ty: Natural, Hatnrcl_s `of the Land a.; Erosion FotentYa }rigli b.; Landslide Potential: Moderate c. Fixe Hazard:; High-ECtreme ,- Nyrology a. Surface; Nater: Site slopes and d:ra�ns into adjacent .Little Butte," Cre'ek, APp�ridix F' - page 8 of g, % MITTGATION MEASURES 1. Erosion control measures shall be implemented u t;he time of mining and reclamation operations., includins ai Stabilize all graded areas and exposed spit/rock surfaces. b. Develop adequate roadside drainages. c.: 'Pro perly develop and' protect 'tailings to prevent deposition into Little Butte Creek. d. Minimize the disturbance :of native or exi.�ting vegetation to retain slope stability and, °deduce ' erosion. 2 Install sedimentation ponds wherever a high Tiskexists °. that eroded. sediment could enter Little Butte Creek. 3 Grading permilts'shall be ob.tained;.,where required, as per the 1916 Uniform Budlding Code , , 4,1, Comply with any applicable tegulal ions or requirements of the California Regional Water Quality,Coritrol Board. 5 Obtai:ri a ''StTeambed Alteration Permit" from the California " Department of Fish and Game for any earthwork in or dis- turbarice of Lit=tle Butte dibuek, E Site de.volopment shall not transport sediments, debris,; tn,xinst or any. typeof material or chemical into Little' Witte Creek. 7i Retain land; areas not to be mined in their.,natural undis- turbed state. 8. Design bac 0, of e:cdavated tailings matexia] to withstand an ea, rtihquako of magnitude 65 Richter, a AWL Page Two the accepted Btandar'd toa by; almost 10 fold. Additionally, these measured PPV are in the same range measured by the Woodward'Cl de y consultant. A search of -our records su ggested that no coupling or reinforcement of rxatural trequenc9es occured to cause or destructive,ppV. higher g As a comparison, on January 23, 1`985r I recorded levels :fr the �Zaultsby children jumping on the floor about 4 feet from them ; sensor. The shot of January 24,0­1985t,and that on the follewing'page. recoxd are shown These data suggest that very low_ ener levels from. k�lastzng in the. mine tunnel are r-eaeY�ing the homely above.: Additional monitoring is planned at other residences;'to determine if some sort of energy "focusing" is possible certain ,loca ions. at We will, resort on those shots ;as they are recorded and calculated. Thank you. Ver, truly yours, Jerrie Vii Gatch Registered . Geologist,,Noe 1203 ,,91s pred Geophysicist No:,516 Engineer;ir�g Geo1'ogist; X10, ,;450 b�.4aCF !&A H141.111 0. Wc�-� �; '•n :gs •E: °sus :Few:: �3E�ir�:iE!4j°•�Ess:s;:Lss«-:ta .f odward-Clyne. Consultants The value -of 0.10 in/sec is still a factor of 20 belavf damage levels in the above 40 Hz frequency range. If the charges were increased to produce 0'.10 in/sec values, the motion is on the edge of per cepihility to humans and is far belowthe disturbing ' level of Q.5 in/sec '(Mines, 1980). Again the datao tstructures, indicate that this should not represent any hazard to manmade or,, geologic Sincerely, _ Wal ter J4, Silva Senior Project Seismologist WJsWi f ` Reference' Si's kind, D.E., Stagg, M.S., Kopp., J.W,, and Dowding, Structure Response and Damage Produced by Ground Vibration From surface Mine Blasting: Report of Investigations 8507, U.S. Department of the Interior, Bureau of Mines. 74 - • Above 40' Hz, a constant :peak particle velocity of 2,0in/sec is the maximum safe: value, Below tions, and provides a smooth transition for the intermediate 40 Hz the maximum velocity decreases at a rate fregUency cases. This n�cthocl of analyzing ,the damage egiuvalent eo a constant ,peak displacement of OAOA in. At frequencies corresponding o u.?5 potential of blasting Vii. brations has the disadvantage of possiFly under• inlsec for Drywall, and 0.50 in/sec Far plaster, cons particle. ve Incities are again estimating anno}�attce reactions. h1ky an e - sponse. (tib. 40), �(r� not ,;decrease nearly as fast appropri- Ate. Rin ultimatemaximum displacement of in is rec1.ommended, tYhich would only be' as structure (corner) responses. as frequencies. increase from I O.To 4`Q Hz. ,A very nearly °linear decrease of co of concern where very low frequencies are en- of velo� ty ampfifiration v+as observed for the ro3s structure; g countered (< 4 yz), This scheme is based on the response and, however, the higher dw to the To ot35aHzevibrationseTela[ data, 'recognizes the displacement -bound vel aencies nnoying he max rriurn levels sltiown on figure B %44 , requirement for hotase responses to blast vibra-. tained. an lgaif In.. ir n - 'Ot1«S. GOVONMENt PAROINO OfftCE: 198<k603�102/iY1 ' IQjY:-BU.OF hjjNE5�PGH,PA. 25077 - j, 4 SC LEE INER,J'-" ING ZION'E-ItZ("Al S , Intur-Depar ®tn®rnradum To: bettye,Kircher, Planning Director FROM William Cheff, Director of Public Woi:ksiie°•F9artt�ir�. susj Ecr: Singing Sin n Creek Mine MAR � � � 85 �rovige, Gtllitoi�ip DATE: March 18 ii, 1985 'ollowing are the results of blasting at the Singing Creek Mine during the times our blasting monitor was present: - Date No. of Holes Lbs: of Explosives Lb -r hole Time of Blast arch IL). 1985 27 4d1.4#3 8 i 45 'AM March 12 19,85 Z7 3$ LAO 9:12 AM March 13, 1985 7 35 1,.30'7:43 Ari March 15, 1985 2738 1,4Q 12:28 PM Due to the limited funding available for our blasting monitor, we are not cover— ing every blast 'Phoee we have .covered conform to the: Use Po" it .requ resents of 1.50 lbs'.: per ,Bole ;of explosive gnd,were within the AM to 5:30. PM time requirements The mon"i.'tor will h' erve. tha ee' ,7:30 blast segtiencos this week. 6% W, WC:dd Wil iam Chef Director of Public Vorks. f'l RRC/91 198:x' q3 r { 41 r p;i. lli r o.7 r( THIS TS TO 96 TWYTHAT POLICIEt -00 §uI!tNCF ! City` 0 f Pd1^dCi1"Se' GCI 7 fOYTil d & SHOULD ANY & THE ABOVE DESGFI`►pED FOLIC the Ga_UCIi Of `�Lltte PtRAr DATE 'I.HEREOF!' THS °ISSUING MAIL �'DAYfi WRi E Our�ty 'Center b%ive ��� xT N NOTICE TOTHE c LEf�1 t BUT i"AILURE TD MAIL'SUCHHQT1 SEi4Li Orgvi 11 Gdl 9�q6� 't OPANY�:�iNp UPON THE OMPANY lrs AGENT �r AUTHORI2ED REPRES [VE WILL ENDEAVOR TQ iOLDER NAMED 'TO THE BLIGATION OR LIABIIJTY . aL�jNT�ITIVEt3: , I nFncmm a buUJtUTT0 ALL STHI4TER M5 -- ........,,.�: �„Nr ; EXc VSiONS, AND CONDI, LT TYPE _Oh INSURANCE POLICY NUMBE}T PULICY EFFECTNE PATE (MM DDlYYj AW ICy EXPlligil0ld:LIASiLiTY_LIMITS IN TMCilSANDS nATE GENERAL, LIABILITY - (M hWCryY) EAGN OCCURR NCE AGCREG'A1E �i COMPREHENSIVE FORM b6c) L INJURY $ $ PREMISE�1bpERAT10NS UNDERGROUND . , EXPLOSION & COLLAPSE HAZARD PROPERTY RA $ $ PROD PRODUOTSICOMPLETEO OPERATIONS cbh�rRAcruAL GO, ($5) 7306 19`'83 5/10/84 9/lOj$5 elapn iNDEPENO Wi CONTRACTORS CO 46"N a ray„ 50 $ JU0 $ 5.00 13ROAb ;MRM PROPERTY OAMA65 TfEEHSONIIL INJURY ��. PERSON AI INJURY $ AUT01681 E LIABILITY ANY aura ALL OWNED AUTOS (PRIV. PASS')' iBoLy lw $ ALL OWNED AUTOS OTHER THAN) :PRN, PASS; HIRED AUTOS tgCpC ! �CpbEhtl $ Q PROPERTY DAMAGE". IzARAGE LIABAUTOS IllYy EXCESS LIABILITY CpMB NED $ UMBRELLA FOA --.. OTHER THAN,UMORELLA FORM etk Pb COMpIryED $ , ;, WORKERS' COMPENSATION ' AND, STATUTORX 1 :EMPLOYE I IA8ILITY $ IEQ.CH.;ACCIOEFftT` xi �DISEAS E POLICY' LIMIT), _R OTNC $. DISEA-S ! I E� ACH EN,PLOYE�' DESCRIPTION Of S)PERATIONS/LOCATI(ONSN•EHIOI.ESiSpECIAL ITEMS t s — - City` 0 f Pd1^dCi1"Se' GCI 7 fOYTil d & SHOULD ANY & THE ABOVE DESGFI`►pED FOLIC the Ga_UCIi Of `�Lltte PtRAr DATE 'I.HEREOF!' THS °ISSUING MAIL �'DAYfi WRi E Our�ty 'Center b%ive ��� xT N NOTICE TOTHE c LEf�1 t BUT i"AILURE TD MAIL'SUCHHQT1 SEi4Li Orgvi 11 Gdl 9�q6� 't OPANY�:�iNp UPON THE OMPANY lrs AGENT �r AUTHORI2ED REPRES [VE WILL ENDEAVOR TQ iOLDER NAMED 'TO THE BLIGATION OR LIABIIJTY . aL�jNT�ITIVEt3: , I ;�, �� �� -• .fit G�: _.er►�n a r� � ^� �. �'. ,',� � r` Interoftp f" On erg `M��'®����du� To; Planning Commission g' , Planning IoM; Rick Rodr,i uez suar�cr: Environmental Analysis 'on Ilse Permit for 'PraYing N1`onk Mines and Singing.' Creek Mine, AP 5-j 03, 32, 33, .34, 35;; 36 pArE: March 29,, 1984 This pro]ect is being processed utilizing the RAVIxonmental Checklist 'form and, env rop:mentai evaluation done for the }xreavious Use Permit aplication daiced August 31, 1:98.. This project is a rec{uest fox a Use Permit to amend said previous ase Termit to �. a17:ota the,: o� explosives. The environmental documents prepared fox the pteviotis Use Permit are adequate for consideration of this Project, and a Negative Dccla:ratibn is recommended.: RR: lkt Attachment cc: Praying Monk Mines Singing Creek i•tine I t --FE•y,... - _!.� ... t fie• li,.yPUa "' .��'�a...'fi•ry�--y.`f�o�i:.� � Ya � .! -"+ r +rf1 � i.)ii ule R._k I,ocaLion and Vicix>it Map ;� msh�i '. X I k un Mineral Slide " an 9 ' r ; sl$taY "' y d uck� Sc 7 > r s •st n4 W �t j( •� IGkM,iL . :k ✓ t t, :7 �k u !17j) w I Q Buried Placer Milne 24 S 10 & 11 T -22N , R3E n e a emotions 3, 9 +�. ., rfiagalia rlin nK 'D3.s-,r-3-c - Butte Count .California �.' dig. •.' t,T, ,�. lit 181 xr Scale: ltt 20001i0ffk �k�; Contour InteruaJ :,, }� Flom Paradise East and Paradise West QuaBr1/2-minuteSeries 11,111 1{ sheets, 7an,1e --s-`� "`��'.��}tnsl�etiv ,`• � >S — i , � i � ,� � �Y': 19-80 - Yip }} - •' - - - - i * __'�reert aY +'4r tt� ' �''� ...� I}�� �' ` 2.So i �' � ° ;..'6 � .• 1� .� fjT,. i �. � f�� �, ; � _ ��. . - � � -' -`� - �-a- �.t t r" � , # �., >t �-:_,.� �`� �,�-^�• ;�j� 4 tS � "� �sr`�``*l-„�� ,',���,1 ,`��t�'.Cj�z [F4 iFs _ - :I ,�� ^'AL s-[tR. � .`"p+.r�: � '":''S-- " s� t e•v0 ' tz Ie f "'f�,. � '� e I _ '"�a,� 4 -2t'=- � '{�F �d�� , - • "�� f -•r,.•- ,��.3 ��-�� i ',�� � y�l '&,xr .� f '� .a7- z � A ��, ..r=�,� _. i 'x- ir.a t� � 7t 1'It 'k1e� {_k',� _- _�.�� �1^ - L .•• C _ �, _ T'� �, t) 7 .:.(E .a.._ a R•P I+ # +� 7;'� , � r `R.,F .,:.:_ �J t i _. .1 ,• _.:---F..LY } _ � •i� .� "t7-' f -y tg z d ' a 1 K ��W;' �t1tS1R 1l �.:i� at �.t� � ""'��'y�F' i >c � _ •!•` '/ �` J t t .Q • +�jf j L -�: 'yytL � �:, - -r - d- d (1 - •� �'.. - �" � r,Il.�,r- F�:}- C(�'c � P_'A Jr �� ro = � '', 3 1z .� �"`-I a --,41r • - rr, � r e 'rim �': `` `1 - , r ^ � a R a d r Y "�� "- ; , a �7 �,t . a(j7c' . �° Yyf j r ,k � 3 'r, • 1 ti � -:� �.,, � _ . aces ;r # ; r A • , - - , �1314"��1�.�i.�'a�- . 71x. - �';'.s. ��.i•"z J� 4e i 1 1 '1r' k _ ' a d jb3�" ,Y -r` r. �- �, � ::. ` b •t t -'o 'M1C•!!liy+!° �: . �_`. � "� � __:� z7 i 7 t ° ;'� t. ;+' ',T t t J'� �rjl#r I�� �' £it` r• � 'rir x'_� _ � .. � , k� �, ; �..,;�� ,�:•�,- r'"'=�' o-.� iii lj;f l,- % � "', . ,t , 14Q3cf .,�. `- � • '.?r. `" - - % __ �, . 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F 3 "J� s fir, a r;.k' ; T'Fr' !!,t , f , -1 U_ -' r 5t3js e o . r p �t t -' 1- I {'' [ t -° '�'rY { 1 t:i' '�� _a'r t _ ¢'"i' THOM.tiSSiJ•v _,_, UN'E , s� 8 A{17 _` �• = ,2y.-�� �' taP.y: 1j '"-+I#rEY;lTS.-Tsl :irk R --' • ; ':r -' j- - :-_ # /,., �.�"-� {"kn s ! 9,uE< - *�t.� �: f:i7t• '''-"'"r"'" � t' �t:qT" t ; �iir ��`-.�}.�y �� ��, �• �f �Fit(LF }l .® _��.yR�'dII� n+" �_: .� #I . _ s -°l � '- - •r.:.. 1:�,_ � �-� �.-" ti t<+ } X � n1C ,d �t i � BUL£ "a {�` 1. __ '? - � s-.� Y � *''� }` �. , - �''�• s' _ ��'_„J:"„' - %"}K— �'� ._• �+)� . �IS !'��Illtpvlt l Intl It.L' j,011 x _11f,ill,.. -" jti " s - --'�•,"i ` 's h.�,; r%t ,rte "�, f J<,-_ ..4,..._ri� c ,��. g- �Za '�. _. _ - 4 -� _ - Vii" ---7, A �r _ ' N BUTTE COUNTY._ PLANNING _,G�,'iYt�d,.QN - NOTICE OF PUBLIC :HEARit12 ...-. Notice is hereby given by the Butte County Planning Commission that; public hearings will, be held on,.Thursday,:May .9., 1985 at 7:30 p.m. in the Butte County Board of S'upervisors', Room, Administration Center, 25 County Center D.rive,',Oroville, California; regarding the 'following item: TO CONSIDER MODIFICATION OR REVOCATION OF USE 'PERMIT 7:30 p:m. Praying Konk Mines and Singing Creek Mine - Amend ment to an approval Use Permit allowing mining exploration to permit the use of explosives, on property zoned TM-40 (Timber Mountain = 40-acre parcels), locates on portion of Sections 30 10, and ll, T22N, R3E, in the Little Butte Creek Canyon, northwest of the Town of Paradise, north a Wagstaff Road, identified as .'�P 51-03-32, 33, 94,'35, and 36, Paradise area.; The above mentioned'applie:ation and map are on file and avai"ab'le for public viewing at the office of the Butte County;Planning Department, 7 County Centex Drive, O.roville. BUTTE COUNTY PLANNING COMMIS,>ION B. A. 'KIRCHER, DIRECTOR OF PLANNING TO BE PUBLIOHED IN THE PARADISE POST ON FRIDAYr; APRIL 26, 1985, I f >:r \MYY�. .WYOMr+ w�.. _.—-_gn.ww.�r.w.w.�.�,��.MA- y.�M..w.r��.,.•.r.w�.�e..�.r...r-..•w...w.,...v..�r- ' {+�; i xt,' ;�r3c rz t r• +rl j,i ���)�,�if�rs+h ri hk4ts"..f>zl::a8 .T> !C'a!�G^/� J'7/tet er,,.i ,,, tsl�4 `tiRt��iiiiA=e=��,:{ttt£3�}���jws,�ttrit-s�i:.til�estj +�i 7t!itlSfIl ! i4j3 lzttlz! : i� sisT} .t` 43 =tI°ii� tzx i.e. �et I+x u�b'i ,r/L �s"U •/� J'�"� `!%L� %'�fZ�$Crirl aT j� �TC'" :, /.'G'���/'/+il' % f�'� � ' 77Y;l f' r`C�✓f 7z) l�t� .�7`t't l71rz'l ArJ 'T7Y` .�'tl C11tJG�fl " �' "�`C' f'/��k''i L. tx GAS / . ` �'— :S .-° � �>~G t G"'//t-!�` lc`..S T(i�G` /� c �sT�i►/t•-• � t•,�s + t tt 3 ttx 7 A7 t. , � ; Yµ � tc v� 4 t '•ss!7�,sifi rscj=r tett '`� �' t r7Ll"t C'�t /Fy a' 7`• L.J/1f Inca C.., C.t,"i:/,� T'/9D�tC� %`Z�i'" E�ITi';r, p'�i© ''C �, �}. �1S' f�' ,• �" '�+• ,L. �i�t.,+ •K � Gil ",/` � %1G,t' �t,.�� .t ,,I ���.;��1 jr,,c• GLItY C311 % I`!? ^74rll f'i''�C+�/ '��•1(: � 6✓l��t�(%/ + t ``ij tttx'xr;iters 4 z �+ ��t Y �' 1z t"' ss=. •+sx i s sy et +sx ? e zz r + ,s c r 4�a s V's: 1-3 CSG U �' C f� �=,i� k5 �°c:�v ��.t;, s is G "?� � `P t° �� � ,t�-�:✓TZ {� ','u Se, �' y�xt, j.... ; z., �.: f�.� �� i"i ,' ,�•=-/Y`'�r' G ` f � ?"'' 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W �' Lt•Yy (•4 � . ,✓' � % '� # f �e'� Mir ,:i +� � }.::: "` ' i�:�ii�0�i'M�TWM��.+.'•"'.r�!L«: i:Y+w. ' • Vii$+ ' °m ay,.�..''tY�'a - 9 auwy+c�w�•�W.,�w+pl�w�uWoial'v.�".�«i�-,+a�• g + iWJ .,� «. ,_+.., +«+ .Y+ � ..`' • �+ +yy+a ryt+ :: F:F:i}{ +d is;ifs ` + y si xs F Cs = y ass •""' ' t ,, .'.r r 1 f• t t�•t; + �. •� x +k r y { :'+y t 1+ tf + *Syl". � y ; ++ � •i q li.��� ryy.����ep ,y ' i , • y,,$ [ {�{ +'" "�µ l',({�S+i q} =i C.l�� �6� 4j'�"r � �a y�Ss7Y�.r: Ji'�t"'�$a��1=k1�T,vJtXts� 'tai �4'd w"} � •l�' 1���'.M�1�A.�11�1 U��13`.1.iri,ii7 MG�1.• d°! �Ai � t++ �.. �tltlYWaYt�y'aW�FW �p " . ar i ➢ �i� 4� ;k15ii�W+���'1�#.�i + , 1 �+ i fGNs 7 i2'�. t� M tl �;.'C it w �e ,�+ r . :t + '� t �. , yy r„ f ' x. i a) + + .« + � f rr, ++. •v f �tv. rY u''. • + + , '! + •} r .: t• + �i � ` iik `+ � dab } "-_ Si Y,,` ; '" M ..y'Y ,t Yn.'y. 'tai t � r" ` 5 4�J., -. + r'•:` .+ }t w .. w r ,i ; :., � ;_ ti +.:;� l,4t i ►� Y�+'p+P+Mk+ ��'�������ks7: l yrs{t 4 rM ! ykyin� �+, yy " L'i City ( f Pdradi Se Cali forn i a & 4ti, SH6UL,D ANY bft THE 06i 0 (CRISCO R0. ICIE3 BE CANCEl:U OF -00 E THE R. PIRATT' DATE THEREOF ,THE ISSUINO COMPANY WILL EI�UEAVOR TO Th'e COunty Af tutte t: MAIL DAYS WRITTEN NO710E TO THE CERTIFICAtE HOLDER NAMED TO' THE • ty Cehter drive bF ALE"N KIND UROMTN LWIE TO qi QNiPANIfL SUCI-f �iTB AC�EN7ICE $HALL lMpR REP,RESENTATI1r'IS RLIAEIIJTY' COUII roV1 I''l e, Cal f, 95965` r Au7NoizE%o/�appEeF IV, � ` deter-bepartnint"�6 :`�Nem�radu To: Planning Commission 'FROM:Planning Department SUbACT! Setting a hearing for modification or, r' 'Of' a Use Permit for Singing Creek .Mine ; bAT6 . March 19, 19$5 The Hoard of Supervisors discussed this matter on February 12, 1985. Staff ;iformed the app 1,cants of the alleged violation of the terms of the,.Use Permit by letter of February 14,. 1585. ` A 30 day period for compliance with the terms was given pursuant 'to Section 24-62 of the Zoning.Ordinance. This time period 6._pired on March 16, 1985. It is necessary for the Planning Commis sion`to consider such issues at their next regiular meeting after ;the e4p4ration bf' the 30 day period. If, after Viewing the attached information ;arid agreeing to set the fearing, staff will proceed to' place the item on your agenda for April i8v 1985; otherwise, May 2 would 'be the earliest regular agenda to hold a; heating on the'mining permit. SAS lr' Attachments cc: City Representatives. s � f l+ebrua y 11,.1985 Lon Fulton, County Supervisor Butte County. Dear Mr. Fulton: During the last few months there has been mining aria blasting' underground in our area. We have not had, any damage yet, just pictures romi'ng oto the w.allsWe are concerned, however, about the damago to some or our neighbors homes and the' res'uit- ing decrease in property valuations if the contirtto W,e think the County should reConside.r the permit given to this is miring company; rtis �.rtg s}ioU1 d not go on beneaththe surface of residential areas. ;ricerely yours, /,'j) `, r- f' `�J„� cot vt i xe. �. 09 ha wrence Tt. 9Chtill n , neverly 11 McMxllar 6685 View Acres Drive J�aradise0 CA i J {ti{(t} taiU Y r ` 7"%! 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'3+ s Z �y ...s 1 s -:; t7•"s: xi e"� a: x�-� �- • , �a ;S ss i. & ;� ,tp�;,, x :. ♦ :�. ...:' i:i J + i,; L'i ti C a�.. 3 i+ate"�� Y 4a�;;. r i Riof 10 USE PERMIT x 4Z 0 4 jo�.,F, BUTTE DATE V 06d receipt] Vi PEANIFTNO............. . wA Y AS SESSoFt ARCS LWO., i.th" pe _,pursu�nt;-'6 e ObvislOnS of the zotlihg f conditions= t forth �be I Oty. o x ,gutta and a :sPeC ja I 4, U6,th.. 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" Sad° It q[l file gr831ting # f „ that {y,.are ih fact 'the �coads`'zions tvhich were imps P ✓' �..�'_ w ,, r r y� K� cc drtions �.�.r - ,r,� that t agree to ab bide iU� iy tTV Sald •Cat1 x�—/ ° xM f� iC 1 �w i n wl K } y b �' x , 1t` aTl k w ,sem xW perm i kh +;� x ,^ • ^ w ` tl ', A P e� .'T' i � �� x/ii..[Y'V'� w yay �... 'y i v M. w.v t aF � :• tr �.` , w ......y J M w .....-�........"'�. daps not i1V8iV6 requlrernent of abt�tnSng t551ianae of this. variance (� COnSCCIICtiOrlx htLtC it7"5,1��Vv3iV@Trd �' Air yJni {� ry rw �t rry� �.w �t p�lllni s b6fore SC���I���. tt a.:w ar �`X,��iz.Yt4 * r 'y: r tin,l'.R{`. ,"+''x ✓x'J,k","iY Tr . a4'G���111�.I p r.� I v�r a".^:i.i.1. APPENDIX G, x `iv DEPLAWION REGARDING rNV RO LINTAf IMPACT . u 1 - i S M r 'h _ • 9/ Ii �6 II: ' ' i'''6 + ,i 'I k1nq 14 Ir, fl 1 I.'•,,�I ,I I,�: J,I pr ofl I1 1,I' I: 1 IIiW '.;, 17 ,,. I ., i , hi, al' I,1. 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Z - p �t - q j -f �{ _ _ "- - _' _ _ r. _ ,- _ _ gyp__ �°-.= 44 �5 g' 11 �+�' .. - _ -- _._ _ _ _ _ _.. - __. `y _�-gg- }- '1.' �- � �� _— iw%4 )= a R l k � -§ `MAS {�i ,� -_ _ - ..ieYgCIrlii�- %'4�t�C�_W, tIras4� �E'36 hdf7" — __ _M� - ll_' �: _ - �� . — yo -1 _ _ - _ - _ - _ -_ _ - - _ _ - _-.-_ ' It - _ - — __ _ -- - _ r = _ _- - _ -_ _ �` -=__ _ _ _ - __ _ _ - _ ' _ - _ _ _ _ $ - _ - - - - - _ - - = i-. - - - _ - - - - - - _ _ - ng and water y predeter= znt� a - sent giver- a --Portah?e g ,Pan : Eraughe - _ bnat2,on} ands -then:. into the out they will _ be flushed to the s ufaee fog = rcA.erY = ThQzgh them s iso wev t9 p m ne the `c=-- of _fzne-a�Ings _to coat rhzcI 'can _be _arid w� thzn reasonable 1 _ oPe�atanal finessez11 be -to balance th'e 0, -E I volume o fire tazings 3 =; pansioi which cured h ocwen the _ - g"ravels _ _ rzgure. =is usually zn the: range. of Ito tc -P 'eA see -moi -) GOICFNT{ATNG _ Inasm�ieh as 1zgs_r. oma: Yra �e m3 ti?� ZS ZIQ p+Abj-e;�- [�7ilc%tSAeiF�Zi 7Il arfiailgj - �Zg` plant tL'i� prOLTlde C4n'�z11At2S COI2Ceh��''3f aSongszci.e tfie mo�z�.� =scr.�lbberi This rarit _ - as�-eczaZ des=�.gr° �„�Qrezn Cher beds =are ;els: r - =_f`or recouery -of the - smail.Y nu ggets andto�-, cei�trate-_�`h w1Z aecumulae zit the _Iea of c��-�eii-�s and f`or base. _res �x►zC-ions �. _ r dressed while ?.n sev�ce Rather _ _a _1mPy be remove. and replaced w�a t _ t�ez dual unlocking during bsrreekYy cl conentrate� frdm the cleaner dig razl be bob P- -d ng bzweekl c eancrp also ;naterala and .=lzqu2d disposal dJEectly_ 7u�ce wfich nt -only praJdes graystg tray the scrface blit a] so szrves= es safety in or ng and water y predeter= znt� a _ - - = _- _ _ = - -- - - _ _ -_ ;__ _ _ = _ _ j J- - - = _ - - _ - _ - - = = _ ' -_ - _ - _ - -- - Fdease see _ y - - _ z�ures 1i and 2 and raE,e _ 13 "_i 5} . AILEN iSSPQSt=.: _ _ a_ _ 'fie~ . i I e� of tailings dzspnsal -S conszd red harem - is a- fn - ick 1 - broken dawn stn Via: coarse is Zings from . 47 the scrubbing"plant why ch7zlZ gn azrect�y is back�ill and`"' - the fine tail ngs gain= th'e _ _ ? g _plate t W- -i h c l-1 be hushed _ _ _ t1.ae sur -fame througfr-tl�e outfall sIu�ce Tnasnuch -as -" 1 :snm� _ - - __,_ very caarae b_otz,ders will. be erica r ter_ecI from t me to t me, -_ - _ _`_ -these =crit ae gashed asie znsnfa� as posszba aid co�rered - - _ _ - I" w tti Cnar e ta1llTlg& aS , (Ee' apE=ratl0n1. - Y jlr'OgreSSeS--` AI - n i _ be cori's�de ed11 - t zis cafe ori ss tl e. subs ect a . -- ._Mater re= _ __ _ -,. covert' arid_ reuse,. ,and heresy i.s _ - `- f - 11armed to recover and' ; - - _ f reuse{ ZQ0 _ a the eff7zue r�rate and tierebr_ eluate alZ �1 _ _ _ _ � _ -_ - -- 11 d scfiar e t -1 exzs z3- s Lr�ams Agan there Sa e been nurser __ _ _ _ - -= - ,_. flus da e o. meets over the decades tc can orm n erzvl . -_ z�Qnmen �l sandards for ti1.e treatment and _conctrcr= �, v - ` . _ -. .-_ g = �� r �uerts and nn of _the mast'. e I I--. of these. s the=�amelZa=th�ek ever _ _ T1nda - _ _ _ -lair from tl It tl icke id wflf he ponder bend ._re = ,1 _ , - t .nlZF ff - _ _- -_ - - �_ I , Q darns and mznnr residual water w�11 be=ntte_to = - drauxage �rh la the turbid oerfl ow w11 -ten De reused c�rcuz _ t r �rfiere 1. r aII was i�ng _azld Rconcentraiang equipment espec� " `- -= ~:� - _ de_ geed .e ut l ae muddy water - T�ze on�Fl-g clew Q e_ rec d _ I uieits - _ - - i 1. are dor dourest ase and dor the bwee _ Fin _e,eups _ �a C .Fr T— Q RE INIATG, g e se See =', - - 777 a _ _ _'�, g_tn tis pot ttaresssar�I��coek = eeanu" - - has: been used and these are in aecardar�ce wt the separate _ _ - - prC3. T S oI1S of the M�eraT 6a, and fit�c . , ._ Tahn mea$ ,, . - - then ap.ratnns are `esta� zsed on both � P et�es_ . �- he eves_, _,- - � = _ ,s _pro _ - =_ - = - - _ -_ = - cleanups i_ amt , - -- o�nur� week�� a� ��ter�ra�2�� �et�reezz. _ - - 11 - _ = _ tth _two groper s _ - - - - - _ - _. - __ _ - = = - = = _ -- - - _., _ __ - _ - - - _ _ __ �:- _ - _ �� � �nc��ts:.�f = �I - Af _ _ _ - - - __ _I - - ---� l' __ - _ _ _ _ - _ - _ - - - - -- - - - - I, _' - -- - - _ - - - - . - - - - 1 -- 4 --- I F14CI� bei _ r� CI . _ - _ten: tin: �e 1 g t .Pa tem ori ec:c�.d,i .__, �_x� �s _ __ _ t art a s - =- - _ P r �C-�€�ers Jam- P - -r ed �c - - _ _ ��c�mg� whit ath� s�zgfitav - _ €cr �n c - - � _ - - - -_ -- . -- - _ -_ = = - _ - Re�tfir''c;� 11 r= : - - - - n__ = --= fes= _ ` y am _ .- _ � 3 `� «� _< _ n . ,�- - _�LE r .� 4 � - - _ 1. 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Plam C fi 8 >"1 44 Ty 11,19', $4 Oro'vige, Ca I Otaw, ; I I Ch 'r e � Sc Cha su i+z , ,.,1 i h1 ' S in Grele Mi ng 10' Tfmoth r I Gras t,Vaj ley,' GA 9,5,l 4:r4:, P I Uear Mr:- �chu1 tx , I a e a t, m r 1e sed o ese t t'e ,� p t pl" n hresults o1 the l�last� lbraf�on r>i�onito�r,ittg erfor�ned on Jul, 5, 1 13A. The purpose of tl7e nb°servation vias to`' t��sess, !, the effects due to t�,:l'as tin ' y or► severa 1 'f rime tin�uses : oda tod on ridge directly,abaye t11e mining activity. Additionaily,. i;(iere Was doncerri abb'u.t the st�abf1fty of a rock outdrep', i.e. pilirtao�es locat d 100=200 :feet, �� b. elow� the ridge: Tb assess ;the ground motion +due'' to t:h'elsting`� a sensitive seismograph was 'located botween tie rock outcrop' and t Ce' riid, cresta The �►rtine 'is located at the base .of the �d�anYda � d h"s presently penetrated to a pori zptrtal depti� o,f 'ap'prnximate`l'y 6'p0 feet i'hto the ' f:ace". fhe rafte ,htluses and 'rock `outcrops ire abtiVe the r�11he, �en`t"ra�nde.. T'he di tatid betWeert t.he` blast 1�o.cdtiohs and the .ride, is ap!pr'oxt�iate.ly 1100 fie 0harle:s Shclltz� personal do►nmunication � The ob'servat qh cohsf9tod�o thrEt'e separate„b1'asts� e>ich co►tpri ea of ntultiptes of 0.45'6 16stick and were` separated” by approxi►trateiy 40, n i n'utes : The g"rouiid mo io'ri resGl"t's ark as1oWs i ' Sticks _;round blot ion ,0007 in/sot 3 .tl01 i in%seC The blast dontaining tfir`ee sticks is about a factor of 2000 belt�W' irritia ioh�n�f ►itihor dalnag attd is rougiily� eg`;u,, alorrt td a f 'irly peavy otst' f' ep i�rt,hin 20 foet of the se�ismogi�aph. 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