2024-06-07_PERMIT FILE - M2024026 ‎(29)‎

• Permit No: M2024026
• IBM Index Class Name: Permit File
• Doc Date: 6/7/2024
• Doc Name Note: Exhibit S - Permanent Man-Made Structures
• Doc Name: Application
• From: Colorado Sand Company II, LLC
• To: DRMS
• Email Name: NCG
• Email Name: JLE
• Email Name: EL1
• Media Type: D
• Archive: No

HYDROMETER ANALYSIS I SIEVE ANALYSIS
25 HR 7 HR TIME READINGS U S STANDARD SERIES CLEAR SQUARE OPENINGS
45 MIN 15 MIN 60 MIN 19 MIN 4 MIN 1 MIN *200 *100 *50 *40 *30 *16 *10 '8 '4 3/8" 3/4" 1W 3" 5"6" 8"
100 ` 1 —I 0
90 1I
10
ti —
z0
80 I
z
L 130 w
70 z
j
o_ 60 i 40 ce
I- I I
w 50 i ;50 w
w i 2 I� w
40 _ 60
a
l i
30 i 70
IMIMMINEN 11// IIMUMINIMI
20 ' ; 80
10 1 I 90
0 , , , , 1. , , . . I I 1 100
001 0 002 005 009 019 037 074 149 297 0 42 590 1 19 2 0 2 38 4 76 9 52 19 1 36 1 76 2 127152 200
DIAMETER OF PARTICLE IN MILLIMETERS
• SANDS GRAVEL
CLAY(PLASTIC)TO SILT(NON-PLASTIC) FINE I MEDIUM I COARSE FINE I COARSE I COBBLES
Sample of SAND, SLIGHTLY CLAYEY(SP-SC) GRAVEL 0 % SAND 94 %
From TH-6 AT 9 FEET SILT&CLAY 6 % LIQUID LIMIT NV %
PLASTICITY INDEX NP %
HYDROMETER ANALYSIS I SIEVE ANALYSIS
25 HR 7 HR TIME READINGS U S STANDARD SERIES CLEAR SQUARE OPENINGS
45 MIN 15 MIN 60 MIN 19 MIN 4 MIN 1 MIN *200 '100 *50 *40 '30 *16 *10 '8 '4 3/8" 3/4" 1W 3" 5 6" 8"0
100 ��.m........ =
ININNINNENIAINIMMIIMEMONIMIIIMMEMMI
IMIEWIMIIIMININNIMINEI
MENIMIMIN
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c0 70 a���—�� s�30 0
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a60 ���i ■40
F
z v 50 ������ �� _ 50 w
_ w
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w
d 40 imminninim �� � �m— 6o a
�_�M �I �---I
iMMEINEMNIIMINIMINIIMMEIMIENIIMIIMINMINII
MINIMUM
30 ��fiM�� =: =70
AINEMEMMININIMMMINMEININIIIMMENNIMEMMIIMEN
20 INIIMINNIIIMIIMIMMINIMIINMENNIONIMINIMMIIMMIMI
= IMMIMMEMNIMN MMMMM a0
111111111111111MIIMIEMMIN
10 imminnimmumonaminimanonimmii
mmwsimimiimimminmiimmionmummmmisommu 90
Esommmionmi
immommominisonnommw�uimmin ������� ��w���u
0 100
001 0 002 005 009 019 037 074 149 297 0 42 590 1 19 2 0 2 38 4 76 9 52 19 1 36 1 76 2 127152 200
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY(PLASTIC)TO SILT(NON-PLASTIC) SANDS GRAVEL
FINE I MEDIUM !COARSE FINE I COARSE I COBBLES
Sample of SAND, SLIGHTLY CLAYEY(SP-SC) GRAVEL 0 % SAND 91 %
From TH-7 AT 14 FEET SILT&CLAY 9 % LIQUID LIMIT NV %
PLASTICITY INDEX NP %
TRC COMPANIES Gradation
KERSEY SAND MINE
CTL I T PROJECT NO FC11079.001-125 Test Results
FIGURE A-4