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HomeMy WebLinkAbout36-12_3_ — _7 = 1 � a 3>c of) �l 'I1 r ..a� ,�,. �� g" ' . '. L m I ' L y' l t � ' �' �� �� t=�� ��i i' .' �: i iAl a TDE F-ROM 720-I96 -uo r7 �� 16 10 j SLEEVED - V 24._...- 20 13 8 cn CDFO D. ANG \E 2 7 C7 Fo D. ANGLE :31 30 26 22 18 r/ SHOT 4 720-197 = 2/12/92 I f i 14,LLV T❑NJ 'w'nSTE I — AA(—` I T-T-1 1T1 IAA Tl1T1 /TC—TCN I f I"IlJ L1 I liiuivi JJ1 V I I LIIN HALLMAN-BEAM MINE 1'/-1 1 V 14 1 2 5 � � 15�r�r o-i -i L9 r4-� r7 12 a Lj Li 11 17 21 25 cGH��' 14' ! 29; 12' X 14` PATTERN 26 - 6,5° HOLES 5 `At -Z' V i❑L LE Attachment -A �.S S FMC Corporation Lithium Division Highway 274 Tryon School Road Box 795 Bessemer City North Carolina 28016 704 868 5300 Fax 704 868 5590 4FMC February 13, 1992 Mr. Tracy E. Davis, E.I.T. Mining Specialist Land Quality Section State of North Carolina Department of Environment, Health and Natural Resources Division of Land Resources Raleigh, NC Dear Mr. Davis: Enclosed is the report covering the fly -rock incident experienced by the FMC Lithium Division mine operations at 3:31 P.M. on February 12, 1992. This incident was reported to Mr. Wes Webb in your Mooresville office, as well as to you directly, the sate udcaty. Two members of your Mooresville office, Mr. Brian North and Ms. Daphne Cartner, conducted an investigation the morning of February 13. I look forward to meeting with you to review the cause of the incident and future plans for prevention on Monday, February 17, at 9:00 am. Tay.Ak" Sincerely % ames B. Holman Manager, Mine -Mill FLY -ROCK INCIDENT, FEBRUARY 12, 1992 NOTE: THE FOLLOWING IS DATA CONCERNING THE FLY -ROCK INCIDENT AT FMC LITHIUM DIVISION MINE AT 3:31 PM ON FEBRUARY 12, 1992. Fly -rock: As indicated on the attached map, fly -rock consisting of one rock about fist size and another about 1/3 fist size was reported landing on the Everette Eaker property. The Eaker property is located adjacent to the pit perimeter. The fly -rock landed approximately 1,125 ft. from the face of the shot, or 100 feet beyond the guarded area. 0` _1 r._ tte riil_ 11VL tCl1.L.i The shot pattern was based on a 14 ft. spacing and a 12 ft. burden. Twenty-six of the thirty one holes were 6-1/2 inch diameter. Five of the holes were 4--1/2 inch diameter. The surface elevation of the shot varied from 750 to 744. The floor elevation of the shot was 720. Holes were drilled from 27 to 33 feet deep, which included 4 ft. of sub -drilling. (See attachment A) Explosives: Explosives used in the shot were ammonium nitrate and one pound cast boosters. The initiation system used was the non -electric Ensign Buckford E-Z det and Nonel system. There were 8,180 pounds of Ammonium Nitrate and 31 pounds of cast boosters used in the shot. As indicated by the attached table, (Attachment B) the maximum explosive used in a single hole was 318 pounds and there was a maximum of two holes per delay, therefore, the maximum pounds per delay was 636 pounds. Seismograph: The seismograph was located along side of Concord Church Road, approximately 1,000 ft. from the entrance to Concord Church. As indicated by the enclosed reading, (attachment C) the RPPV or vibration measurement was .01 or 1% of the allowable one inch per second. Our decibel reading was 120db and the allowable is 128db. The seismic unit was located approximately 2,100 ft. soutl-least of the s hot. Geology: The shot in question consisted of three distinct rock .types: mica pegmatite, amphibolite, and a biotite schist. The mica pegmatite formed a 2 to 4 foot dike which ran parallel to the blast face. The mica pegmatite is a very dense and a very competent rock. The mica schist is a very incompetent fractured rock and was found occurring on both sides of the mica pegmatite and in the joints formed in the amphibolite. The amphibolite, a dense, highly jointed and fractured rock, was the bulk of the rock in the shot. conclusion: The fly -rock came from the open face on the South East end of the shot. The fractured amphibolite allowed for the high pressure gases created during the explosion to escape through the fractures, thus creating the fly -rock. Even though the L G sAA i vn-a astemmirlg r i d standard precautionary measure of a.. A1* _ feet vs. a normal 8 feet or a 33% increase) was held along the open face, poor geologic conditions counteracted the usual reduction in column load. Future Plans: In areas as described above, the blast holes on the open faces will have additional stemming. Even though the normal standard has each drill hole surveyed and placed in a predetermined manner to allow for sufficient burdens to prevent fly -rock, the additional stemming will be done. This will create an increase in large boulders. In an effort to minimize this effect, a d-couolin of the upper portion of the hole can be utilized by using a smaller diameter explosive. Both methods will be used and will eliminate fly -rock. I Liar — _:" =t'C _Il L T I I� d ! 1 a 1 %3HAKETi;EI_E CALTePATEU ► N _I1 Jul 1, /*91 BY = PHILIP F BERGER k'n Ac;=OCIATE'i;- INC. EOX 779, IxIHRRENDALE- PA. i5095 '=:T SAFEGUARD F:FTLp1Tr Ut•IT T j.00s30 FEE! 12,,92 :51 : 54 : ��I:_: I NSTF:UMEt-IT # SSIJ 1581 EVENT # 195 COPY # 1 CLIENT:FMC LITHIUM r.L1.Q-I c-y N r .IQ i ii- r-M." I A tll`! .., C-9V 1 / —?/ ri—A s:-Z MLT.•=. S:_U Li CATT_EIN:GPHOUSE D I STANCE TO E:LA:::T < i I >=-00 OPERATOR : DWS SEI S TRIG LVL ( iPs ) : . 0? SOLND TRIG LEVEL (dB,-- 110 PEGUR€J TIME (sec): 15 FEE 12x92 15 : 54 : GIs _, L T v PF'V(i rlxs } «. o 1 . 00 . ►l I PC(in) 0.00002 0.00002 F rlg(hz) 57.0 57.0 F:PF'V(in/s) 0.01 PEAK SOUND 12-0 de 0.0 B LS. i Psi AxD CAL I BRATE'G OK � n: CALIERATION GRAPH TIME r= .384 sec/in .J iv L-T,V= 1 'iPs/div L I T ! I U 1 SHAKETAeLE CAL I L PATEU ON JUN l a-V91 SY PH I L I P R E-EF:rEF: r A'SISQ I MTESINC. BOX ? 79 . WARRENDALE - Phi. 15095 TEL : 41 _-776— 600 SCH,NNINQ Attachment - C