HomeMy WebLinkAbout20231116_Shot_Reports Transmittal Letter
Martin Martin Marietta
8701 Red Oak Blvd. Suite 540
MQrletto Charlotte, NC 28217
(P) 704-409-1475 (F) 704-527-9283
ITo: ,Adam Parr -----------
NCDEQ - Energy Mining Land ResourcesAttention:
512 N Salisbury Street- 5th Floor Caldwell Quarry #14-07 Fly-Rock
Raleigh, NC 27604-1170 Re: Follow-up Information
We are sending you
Drawings �/ Prints
Letter Change Order
Plans Reproducible
Copies Description
2 Follow-up Submittal Package -August 30 Shot Report
For Approval Approved as Submitted Resubmit copies for approval
For Your Use Approved as Noted
As Requested Returned for Corrections
Comments:
Please let me know if you have any questions or need any further information.
NOV 16
Copy to: Id i,.1_vj
- -----/-J-/--�----
.CI O[it��P/lZ4 11/7/23
S natur
Martin Jay Nivens
Marietta Regional Manager Environmental Services
East Division
November 7,2023 Via Email & FeclEx Delivery
Mr.Adam Parr, P.E.
Assistant State Mining Engineer
NC DEQ Division of Energy, Mining and Land Resources
512 North Salisbury Street
Raleigh, NC 27699-1612
RE: Martin Marietta Caldwell Quarry Permit#14-07-Blasting NOV Response
Dear Mr. Parr:
This letter and information provided is in response to the blasting Notice of Violation dated
October 6, 2023 received for the Caldwell Quarry located at 1325 Bradford Mountain Road in Lenoir, NC.
As requested, I have provided the following shot records:
• Shot report for shots on August 30, 2023.
Should you have any questions or need any additional information, please contact me at 704-409-
1475 or via e-mail at iay.nivens@martinmarietta.com
Sincerely,
Charlotte Regional Office
8701 Red Oak Blvd.Suite 540,Charlotte,NC 28217
t.(704)409-1475 m.(980)613-9009 e.jay.nivens@martinmarietta.com
www.martinmarietta.com
° BLAST REPORT DY NO
Dyno Nobel
GENERAL INFO CUSTOMER&SITE INFO BLASTER INFO LOCATION OF BLAST
Location Of Blast: Bench z15 trim wall by new ramp up the mountain
Blast N,,jrnber: 11 Customer: MARTIN MARIETTA Name: Christian Bolinger h 5
Blast Date: Aug 30,2023 State&License: SC,FBB.870 Bench:Blast GPS Points: Bench
34.899996'&•81'33'11.099988"
Blast Tire: 10:23am Mine: CALDWELL STONE Address: 259 Mosswood Road Rock Type: Granite
Permit tia: N/A NIA Rock Density 2.3 ton/yd3 ( 2.72906
Order No: 1489586 Address: PO BOX 765 Olin,NC 28660 Expected Vibration . ton
PO Number: N/A Hudson USER INFO
Reporter: Christian Bolinger NC 28638 Notes' Elevation 1.173'.Back Wall 2 row trim shot for new
Permittee: N/A Site Name: Dyno Nobel
Name: N/A ramp
Location: Olin Number&State: N/A
Address: 259 Mosswood Rd.
Address: N/A WEATHER
Olin N/A Type: Cloudy
NC 28660 NIA Ceiling: Low
Temperature: 76.73°F
BLAST DATA EXPLOSIVES SIZE,TYPE&WEIGHT Wind Direction&Speed: North 6.02 mph
i Numte*Of Holes(Ea) 32 ! ; Size Type _Weight(Lb) _ _ _� NEAREST NON-OWNED STRUCTURE
met ( 32-33 _. ; Bulk TITAN XL 1000 G
Hole Diameter In - 7,033 Name: 1455 Bradford Mountain Rd.
Hale DEpth(Ft) ) -- 4 5 - - i Distance: 835 ft
1 Lb TROJAN SHIELD L 450 1-32 _.___._._____ °
Face Height(Ft) - - - 29-30 - GPS Points: 35.87583°&-81.55583
- __l (( 0.75 Lb i TROJAN SHIELD S 350 24
NumLe Of Powder Decks MAX i i ----._.___.i __ .__ ______ i Direction: 257°
_Sub Drilin Ft 3
- -
------ -- - --_--- .
-� HOLE LOAD DATA
Stem Face Holes(Ft) i T 8 I ____ I ( - -.-__- .-__-_
_—:_-er Holes.__Ft
T
_-_ ---_---_-__- I CUBIC Yards IN SHOT: 2,760.56
Stem On6,7 '
Tons In Shot: 6,349.28
__-- ..�___)__ - __. _. __-- ----_---- 13 -, i __-_ _- -- _._.__- Powder Factor Volume: 2.57 lbs/yd3:0.39 yd3/lb
Buiden Front Row Ft
I Burdai Other Rows Ft g I i- - - Powder Factor Weight: 0.9 tons/lb:1.12 Ibs/ton
- ------- -- - -- - - --_I %Of Anfo: 0
S acinc_Front Row Ft
Spacint 6 - --— - Fuel Oil%(Bulk): 0
__—-_-----____._ ..�
cOther RowsF Blasting Machine: N/A
Total Dill Depth Ft r i '--_- -- i-
p ) _L 1,038 Y- l ( Total: 7,089 Stem Type: Crushed Stone
Max Weight/8 MS Delay(Lb): Actual:648.511 Allowed:230.49 I SDF:55
INVENTORY&ACCESSORIES _ SD Factor I CU Distance: 32.79196.47
Type- --- -- - --_-- --- - - - - ._ -M f9 - - - -— -- ; Date Code ._ _1-Used -- -- Charges/Delay(8 Ms): 3
- _ .�_______._- ._ -_ I Weight/Hole(Lb) Avg:221.531 Max:233.32
DIGISHOT DETONATOR 30FT I Dyno Nobel Global , ! 26JU23S1 E ? 23 Max Holes/Delay 8 Ms 3
DIGISHOT DETONATOR 30FT I Dyno Nobel Global 26JU23S1 9
____ ______ _____ _._.._ ADDITIONAL INFO
DIGISHOT DETONATOR 60FT Dyno Nobel Global 17JY23S1 E 32
TITAN YL 1000 G Dyno Nobel Global 7033 Blast Type Production
,
----.._._ ._ . _- --_.-_1 Initiation Type Digishot Blast Box
TROJAN SHIELD L 450 Dyno Nobel Global 13JY23J2 32 Detonation Type Electronic
TROJAN SHIELD S 350 Dyno Nobel Global 07AU23J1 132
_ _ Mats Used: NO
DIGISHOT SURFACE WIRE 1000FT Dyno Nobel Global r 1 _—__ Safety Inspection: YES
Shot B . _.._ ,
_ Dyno Nobel Global i 10 #Of Personnel: 2
j BORET:ACKING PER HOLE) Blaster Signature:
CORNER HOLE GPS COORDINATES: (35°52'34.899996'&-81°33'11.099988')
CREW UST:Christian Bolinger,Ethan Sawyers
https:Pfire.nobellabs.conVshot-reporttca5OOcc4-57dO-4Of3-998e-6094a5512f4a/shell 1/5
JI
INVENTORY&ACCESSORIES
_Mfg Date Code
W_ ~ .-w_ Used
LASER PROFILE
REMOTE FIRING
htips://fre.nobellabs.com/shot-report/ca5OOcc4-57dO-4Of3-998e-6094a5512f4aIshe{I 2/5
BLASTST DIAGRAM
Q fi,GR/►M Blast Number: 11 Customer Name: MARTIN MARIEiTA Burden/Spacing: 9.13/6-9 ft Heaviest Hvle(s):
L.yY..b`� 9J'uat^l /'!Av a Blaster Name: Christian Bolinger Bench: Bench 5 Charges/1-loles/Weiglit/per S ms 3/3/648.51 1bs
Last MoVlea: Auci 30.20?3 7:27pm Blast Date: 30 Aug,2023 No.of Holes: 32
p� �1 8 o
AV 1 L�
®pen Face
1,1 !1e 1'. i! R 'e :t S! 33 ?? 29 is 10 ••? 3D S? !: :7 %
19e t,E tE3 �rt-ss t;5 ❑: is 33 its t:? oe.
New Ramp will Start Here
https://fire.nobellabs.com/shot-reporUca500cc4-57dO-4Of3-998e-6094a5512f4a/sheil 315
Seismograph Information Blast Number: 11 Mine: CALDWELL STONE
Blast Date: Aug 30,2023 Bench: Bench S
1 :2 am N 32
Blast Time: 0 3 0.o Holes:
STRUCTURE STRUCTURE TYPE SEISMOGRAPH MANUFACTURER MODEL SERIAL NUMBER OPERATOR CALIBRATION DATE EVENT NUMBER
1455 Bradford Engineered 10687 N/A N/A 10687 John Babcock 18 Jul 2023 43
Mountain Fd.
DISTANCE(ft) COORDINATES COORDINATES PPV(In/8) FREQUENCY(Hz) AIR(dB) TIME
FROM BLAST LATITUDE(DMS) LONGITUDE(DMS) LATITUDE(DMS) LONGITUDE(DMS) T V L T V L RECORDING TRIGGER
835 ft 35.87583' -81.55583' N/A N/A 0.215 0.0869 0.199 85.3 85.3 56.9 125.9 d8 N/A 10:2128 am
BEARING(TO) BEARING(FROM) BEARING(TO) BEARING(FROM) PPV F
-n' 257' N/A N/A 0.215 85.3
SENSITIVITY INSTALLER READER ANALYST TRIGGER LEVELS
HERTZ FULL NAME COMPANY FULL NAME FIRM FULL NAME FIRM GROUND(ips) AIR(dB)
N/A N/A N/A N/A N/A Christian Bolinger Dyno Nobel N/A fps N/A dB
Key
NT:Not Triggered
https:llfife.nobellabs.comlshot-report/ca500cc4-57dO-40f3-998e-6094a5512f4a/shell 4/5
Notes
Elevation 1,173'.The shot was mostly all wet,with a few dry holes on the right side. Most of the holes were full of water. All the holes were good and at the correct depth. The shot loaded well
and:he breakage was good.
Aug 30, 2023 1:00pm
https/tfire.nobellabs.com/shot-reportlea500cc4-57dO-4Of3-998e-6094a55l 2f4a/shell 5/5
OeepEarth
Martin Marietta: Caldwell Event.43
Seismograph Location: 1455BradfordMountainRoad Seismograph.Mini-Seis III Pro Wa 10687
ra
g p Type of Record 4^/aveform
Seismograph GPS: 35d52m35.14sN,81d3m21.89sW Date 8,30,202310,2328 AM
Deep Earth Logic John Babcock (540-974-1029) Seis.Trigger:0.025 nVs
Air Trigger:124 9 dB
Sample Rate:1024
Duration:5 Seconds
Pre-Trigger:1.00 Seconds
Seismic Gain 10.2400
A.cousUc Gain 148.2 dB
Voltage.6.34
Peaks and Frequencies Graph Information
PPV Maximum(Geo#1):0.215 inls Duration:1.000 s To:5.000 s
Acoustic»l. 125:3 d8 a,2 7 Hz(1 CL47652 sj Acoustic Scale:131.9 dBL
Radial#1.-0.199 inns @ 56.9 Hz (0.1328125 s) Seismic Scale 0 43 ins(0.108 in;s,'div)
Calibration Date:718l2023
OK
#1
-1 -04 0.2 0.8 1.4 2 26 3.2 3.8 44 5
10 70 OSM CFR 30 10
R#1
1F� l l
0.1— 0.1r 0.1
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0011 10 1U0 0.011 10 100 0.011 10 100
Frequency(Hz) Frequency tHz) Frequency(Hz)
White AutoReceive V M
Dyno Nobel
Customer Receipt
Sales Order: 1489586
Delivery Notiber•: 85304476
Required Del iier•y Date: C98/3t3/"2N.'.3
Actunl Delivery Date: Wed Aug 30 07:26:46 mur 20Z3
CwtMW Supplier
MAR1IN MARIETrA MATERIALS INC DYNO NOBEL, INC.
CALDWFLL STONE OLIN DIsrRIBUTION FACILITY
NOT PROVIDED 259 MOSSWOOD ROAD
HUDSON, NC 28638 OLIN, NC 286W
SNOT SERVICE I-NC--097-2d-58-W1ir36
PO: # 14.11. CALMELL 8=30-2
Dc1 ivet-----j DeEaila
DS44030A Duarswi' DEL30 aTQR Mn/9_3M 84/Cs
26JIJ22S 1 M 22.0 EA
26JIJ23S I 9.0 EA
DS44060A DIGYSW1-MONAraR Wf/18.3N 5Z/CS
17JY23SIE 32.0 EA
LM5 LKS
1 .0 FA
Ml-K)URS lw rrRs (InLe vwl use tmly)
6.0 EA
M111M MrI.I:AGE (Internal use only)
24a-.0 EA
QR739 -ril-m iwm DEI- >E
o
QR740 Tilm xi. lase
7033.0 LB
R71000 Sl1RrACE vl1ltF, O.fi", cu lowr 1, Z/t:S
1 .0 EA
M057 51o1 BAG UNLIKED 3 1/2
10.0 EA
Si-OLMS swr HRs (internal l Lxe n iy)
8.0 EA
SS210 sHDr sERvue (ExEWI3
1 .0 F.A
SS240 !lEr m FIRING
1 .0 EA
SS509 SMPPIM SERM1 / %UL
1 .0 EA
TRO350 -momuo SITYEtD s 4D/C.S
07AU23JI 32.0 EA
TR8450 TRojAw SHIELD L 36/CS
13JY23J2 32.0 EA
Signed Bea: STEPH N U'. HAPNE,
M0h i 1 e IShipment NurrrL-ev: 13FOL-1091 15486
Printed as Original Receipt
AkMartin East Division
Marietto Blasting Checklist&Safety Precautions
Blasting Checklist and Safety Precautions
Before laying out a shot,the following safety precautions must be performed.
• Measure 150ft from the back line of the shot and barricade with safety cones/chains to mark the phone/radio limits.
• Push the shot off and paint the loft line on the ground.
• Are ground conditions present that require attention/further discussion? Yes ❑ No ❑
Before drilling begins,the following items must be calculated:
Layout Hole #of Face Hole Pattern Powder Tons of I Lbs of Powder Angle Lbs per
Date Diameter Holes Height I Depth Type Rock Powder Factor Holes Hole
?o? ov9-3o 39-33 9X4 G,4s 8f8v 671a. /.3Y /✓a 9/0
1. Is the blasting truck utilized as a full truck? Yes ❑ No ❑
2. Predicted max pounds of powder per delay 11do
3. Distance to nearest: Seismograph Fa?f" Non-owned occupied structure Aa X, fV
4. If this is a specially shot(e.g.boulders,presplit,ditch line,etc.)the Production Manager and Exp Engineering
must be contacted.Who has been contacted?
S. Are toe holes laid out to be fired with a production shot?(They should not) Yes ❑ No [I
6. Burden measurement tool used to lay out shot: 3D Laser/Photo ❑ 2D Profiler ❑ Burden Pole W
7. Martin Marietta employee who r iewe d this ayout
8. Blaster who laid the shot out it 4 N <'
Before loading the shot,the following items must be completed and checked by the BIC:
1. Have all holes been measured and checked for proper depth? Yes 12 NyO
#of short holes Q_ Was backfilling completed? Yes No
2. If angle holes are used,were they bore tracked and approovveed> Yes No
,J■
If yes,by whom e-5. - 1�81� / + .L l�S!
3. Was a drill log provided and ZS it been reviewed? Yes No ❑
4. Has anything deviated from the original blast design? Yes ❑ NoX_
If yes,has it been discussed with MM Management? Yes.171-4--Fa —
5. Has a detailed loading diagram/plan been completed for all face holes? Yes t-' 00
6. Has amount and type of explosives to be loaded been predetermined? Yes-B' , ❑
Before firing the shot,the following chart must be completed and checked by the BIC:
#of Holes Loaded Pounds of Powder Tons of Rock Powder Factor Max Lbs/ ole
1. Are all nonelectric surface co nections taped and control rows twin path? Y
2. Has the BIC Walked the Shot to check and count all connections? Yes
3. Have all explosives counts been made and all product accounted for? Yes o ❑
4. Did any part of loading process differ from the loading plan? Yes ❑ N0�
1 Last Revised:8/10/2020
If so,were the changes communicated to site management? Y
Before firing the shot,the following must be completed and cross refenced with Blast Area Safety and Security plan by
Martin Marietta Management:
1. Did any part of the loading process differ from the loading plan? Yes ❑ No"7'0—
If so,were the changes communicated to site management? Yes-
And does the Blast Area need to be increased in size? Yes ❑ N
I. Have all personnel and equipment been removed from the Blast Area? Yes No 0
2. Are all guards positioned in the appropriate locations? Yes ��o ❑
Do they have 2-way communication with the BIC? Yes::'Iaoloo
3. Has a cam i I including upward movement? Yes
era been set up to see the entire blast, g p
Is the operator in a safe location,out of the Blast Area? Yes Noo
? Yes�o O 4
Does the shot firer have adequate blast shelter.
If yes,is.it>200ft from the shot and not in front of the shot? Yes ❑ Nam-.
If no,is the shot firer using a remote firing system? Yes No
And are they out of the Blast Area? Yes ❑
S. Does the shot fired have a clear and unobstructed exit route? Y ❑
5. Is it there daylight enough lig Y ht for clear visibility of the blast site and area? Ye No O
g Y
By initialing below,both the BIC and Martin Marietta hove gone over this form and to the best of their knowledge there
have been no abnormalities found on this shot. If something out of the ordinary is found,contact your Production Manager
and Explosives Engineering prior to Erring the shot.
' Blaster in Charge
Martin Marietta Management
After the shot is fired,the following must be completed and checked by Martin Marietta MaV0,12
:
1. Was the blast inspected for misfires by the BIC? Yes
2. Was the all clear signal sounded only after the muck pile was inspected? Yes
3. Was the blast report completed prior to leaving the quarry? Yes N
4. Was the video reviewed by the BIC and Martin Marietta Management? Yes No ❑
What are s for improvement were discussed:
2 Last Revised:8/10/2020
6%0PIG00114011va ga V7%00-r-f-bG'0%. LAOUN
Olin,WC 28660 Shot Pattem I-A VIX I Estimated Powder Factor
Office(704)539-4784 •(800)421-1811 - No.of Holes Estimated Powder
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®YNOO Quarry M.M. CCIdw �� Estimated Vibration
Dyno Nobel Date F - P - �P 3 Actual Vibration
259 Mosswood Road ale Representative Anol„ Scale Distance
Olin,NC 28660 /--
Office(704)539-4784 Pattern V. vA 4 4 8 9X 5 Estimated Powder F�.Ior
(800)42 1 1811 No.of Holes Estimated Powder
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Shot Information
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Sample 1 Gassing should be completed in 10— 20 minutes when using conventional gassing
Sample 2 Gassing should be completed in 5— 20 minutes when using End of Hose Gassing
jr
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Sample 3
End of Load Data
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