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2023-07-28_REVISION - M1977170 (2)
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2023-07-28_REVISION - M1977170 (2)
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Entry Properties
Last modified
7/31/2023 2:35:53 PM
Creation date
7/31/2023 1:14:13 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977170
IBM Index Class Name
Revision
Doc Date
7/28/2023
Doc Name
Adequacy Review Response
From
Butala Construction Company/Pinyon Environmental Inc
To
DRMS
Type & Sequence
TR3
Email Name
LJW
THM
Media Type
C
Archive
No
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18 - Mixed Cobble (2 to 20 inches) 19 - Cobble Rock(8 to 20 inches) <br /> 6,033 cubic yards 663 cubic yards <br /> 13 - Cobble Rock(4 to 8 inches) �\ <br /> 3,789 cubic yards <br /> i <br /> 14 - Cobble Rock(2 to 4 inches) <br /> 24`- Reject Cobble due togradation and 600 cubic yards <br /> � 9 M <br /> appearance, blended through crusher ° , °0 12 - Natural Sand (less than I/2 inch) <br /> with stockpile#23 to make roadbase ° 2 407 cubic yards <br /> (2(2 to 20 inches) y <br /> 3,349 cubic yards a_ I I - Crusher Fines (Ary's)(less than 1/4 inch) <br /> 3,278 cubic yards <br /> 23 - Stripped Overburden (less than 12 inches) <br /> 62, 404 cubic yards 7 10 - Natural Sand (Ary's)(less than 1/2 inch) <br /> -- 5,231 cubic yards <br /> _ - - <br /> 8 - Crusher Fines (less than 114 inch) <br /> 3,671 cubic yards <br /> r p a <br /> 20 - Contaminated Waste (less than 3/4 inch <br /> 71 I*cubic yards fak <br /> o <br /> ' 22 - Roadbase (less than 3/4 inch) <br /> 1 1,903 cubic yards O "% <br /> I,-- Co <br /> o N <br /> 21 - Roadbase (less than 3/4 inch) <br /> 7,141 cubic yards <br /> 9N ' <br /> 9 - Topsoil (less than 1/2 inch) = <br /> 17 - Crushed Rock(3/8 to 7/8 inch) 1 <br /> f <br /> r � ,403 cubic yards <br /> 6,324 cubic yards � � '� L - <br /> ` 136 d I Natural Sand (less than 1/2 inch) y <br /> C y <br /> 16 - Cobble Rock (1 12 to I inch)® 7 zt 45,2 16 cubic yards <br /> 2,894 cubic yards140 <br /> 15 - Cobble Rock(I to 2 inches) <br /> 1,500 cubic yards r 2 -Washed Sand (less than 114 inch) <br /> o 1,000 cubic yards <br /> 3 7 -Washed Masonry Sand (less than 1/8 inch) ®v Io � l? <br /> a 3,204 cubic yards <br /> V 7106 ft <br /> o . <br /> s 6 -Washed Pea Pebbles (1/8 to 3/8 inch)y <br /> 3,127 cubic yards ` _ �� <br /> 4 Washed Pea Pebbles (3/8 to 1/2 inch) 7082 ft o <br /> 5 1,034 cubic yards Q 3 -Washed Pea Pebbles (1/4 to 3/8 inch) ` <br /> ® �4,815 cubic yards - <br /> 0 <br /> LEGEND <br /> - MY <br /> A c n <br /> � pproximate Butula Sand and 2 foot Existing Contours <br /> N Gravel Property Boundary BUTALA STOCKPILE LOCATIONS <br /> Sampled Stockpile Locations <br /> E Notes: 0 450' 900, <br /> 1 Imagery Curtsey of Google Earth Imagery: May,2023 Butala Sand&Gravel <br /> Visually Evaluated Stockpile Locations Stockpile#5 to be determined. Salida, Colorado <br /> SCALE: 1"=450' <br /> `g Site Location: Section 25,T 50N, R 8E, New Mexico Meridian Drawn By: SJA Figure: 1 <br /> a <br /> V <br /> Pinyon Project Number: 1/22-1507-01.001 Reviewed By: DW Date: 7/18/2023 <br /> V <br /> Coordinate System:NAD83 COLORADO STATE PLANES,SOUTH ZONE,US FOOT-C083-SF <br />
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