2020-06-29_PERMIT FILE - M2020007 ‎(3)‎

• Permit No: M2020007
• IBM Index Class Name: Permit File
• Doc Date: 6/29/2020
• Doc Name: Adequacy Review Response #3
• From: Environment, Inc.
• To: DRMS
• Email Name: ECS
• Media Type: D
• Archive: No

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TABLE 1
SUMMARY OF LABORATORY TESTING OF BEDROCK STRATA
LAY CONTENT ATTERBERG LIMITS SLAKE DURABILITY I UCS SWELL - CONSOL MIN RES,
BORING DEPTH MC (�C) DID GRAVEL (x) SAND (x) -200 -2 LL PI INDEX MC � DISPERSIVITY (psi) SWELL R VERTICAL LOAD sf PH ohms cm 504 (X) CL (R) SAMPLE DESCRIPTION A
TL-t 1 35.3-36.5 13.6 121.2 0 2.7 97 3 49 33 0.3 1 12.9 83 1 4 1058 CLAYSTONE
TL-1 60.1-61.0 0.09 10.7 CLAYSTONE s
TL-1 61.0-61 7 16 9 112.2 0 2.1 97.9 54 36 149 2.1 1038 CLAYSTONE z
TL-1 78.1-79.4 14 1 119 0 2.4 97.6 52 32 0.09 14.7 131 CLAYSTONE
TL-1 81.5-82.3 13.6 122 0 0 9 99.1 50 30 185 1,9 1050 CLAYSTONE
TL-1 93.7-94.7 12.9 123.7 0 0.5 1 99.5 54 36 102 1 1 1 CLAYSTONE
TL-1 101.2-102.2 10 4 126.7 0 603 39.3 31 13 0.1 500 CLAYEY SANDSTONE �Z
TL-t 110.7-111.3 11.4 123.3 0 89.1 10.9 NON-PLASTIC 178 SANDSTONE Wh
TL-2 64.8-64.9 11.3 0 35.3 64 7 39 16 VERY SANDY CLAYSTONE $�
TL-2 67.6768.5 9.2 132.4 0 7 4 92.6 44 29 648 SANDY CLAYSTONE a�
L-2 69.3-696 002 11,2 SAN(5Y CLAYSTONE
TL-2 70 3-71 0 12.3 132 2 0 1.4 98.6 51 30 N04 39 117 1000 CLAYSTONE
TL-2 79.7-80.5 10.3 131 5 0 6.3 94.7 45 27 570 3.2 1 1057 CLAYSTONE
TL-2 80.5-81.0 0 2,2 1 978 54 34 16 71 tt3 SANDY CLAYST NE W
TL-2 81 0-81 5 0 4.7 95.3 47 16 8.8 675 0,01 00007 CLAYS ON s
TL-2 92.6-92.9 8.6 0 71 29 24 4 CLAYEY SANDSTONE W�
TL-2A 62.0-62.4 17.9 0 35.7 64.3 40 22 VERY SANDY CLAYSTONE "z
TL-3 70.6-71.3 17,2 108.8 0 6.3 93 7 63 41 SANDY CLAYSTONE
TL-4 56 3-56.9 16.5 114 0 1,4 986 67 44 41 1.4 1000 CLAYST
TL-4 fit 0-61 5 0 9 3 90 7 1 51 32 1 8.4 590 0.03 0,002 SANDY CLAYSTONE W
L-4 81 5-62.3 13 120.6 0 2. 978 55 3 237 CLAYST x
TL-4 62 3-62.8 0 1.8 98.2 56 40 1 48,63 11 4 CLAYSTONE a.
TM-1 29.2-30.4 17.9 110.3 0 0.5 99.5 63 62 45 02 25 0.6 1129 CLAYSTONE B
TM-1 35.5-35 9 0 0.3 99.7 66 44 7.6 480 O 05 0 0014 CLAYSTONE
TM-1 58.5-59.5 13 124 6 0 2 98 49 111 CLAYST ONE :DuM-1 62.2-63 2 tt 1256 0 1.5 9 .5 43 47 t. 1057 C A
YSTONE TM-2 12.4-13 4 16.5 114.7 0 8.6 91.4 48 34 49 0.9 1000 SANDY C A TONE 00
TM- 41. -4 88 0 4.2 59 8 4 0 0 0002 CLA =,
TM-2 41 8-42 5 14 117.5 0 1.6 98.4 52 31 236 CLA <w
M-2 46. -47 5 14.1 1208 0 0. 53 1 7,5 12i CLA <o
TM-3 9.8-10.7 15.1 114.7 0 12.1 87�9 46 30 39 0,6 1000 SANDY CLAYSTONE
TM-3 29.7-30.3 12.6 124.3 0 4.5 95.5 43 28 74 0.9 1000 CLAYSTONE zz
TM-3 37.0-37.6 12.1 124 2 0 19 7 80.3 50 35 217 SANDY CLAYSTONE W�
TM-3 47.7-48.5 9 130.7 0 48.3 51.7 34 20 632 VERY SANDY CLAYSTONE o4
TM-4 20.4-21.4 14.4 119.5 0 1.9 981 51 48 32 79 7.5 1000 CLAYSTONE
TM-4 50.0-510 1.9 173.5 0 91.3 8.7 NON-PLASTIC 5166 SANDSTONE
TM-5 24.5-25.2 17 113.6 0 5.5 94 5 53 36 69 1,9 1000 CLAYSTONE _
TM-6 9.8-10 6 17 113.7 0 7 5 92.5 42 26 27 OA 1D00 SANDY CLAYSTONE
TM-7 15.6-168 14 120.3 0 78 92.2 44 29 62 06 1034 SANDY CLAYSTONE 3�
TM-7 36.2-37.2 13.7 122 0 4.6 95.4 44 46 33 _ 83 1.8 1093 CLAYSTONE W
99-LB-2 87-88 13.9 115 100 58 35 CLAYSTONE
99-LB-3 34.2-35 60 43 CLAYSTONE oz
99-LB-3 61-62 3 54 35 1 1.2 12.9 CLAYSTONE o
99-LB-3 71.2-72 50 34 01 13.4 CLAYSTONE Zo
99-LB-3 148.8-149.4 11.5 118.2 56 37 CLAYSTONE
C
99-LB-2 51.2-52.2 11.3 125.3 1.8 41 57.4 369 CLAYSTONE om
99-LB-2 56.2-56.6 2.1 126.7 0 41 59 893 VERY SANDY CLAYSTONE Wo
99-LB-3 36.3-37.2 12 9 122.7 1 201 SANDY CLAYSTONE �i
99-L8-3 95.1- 6.1 9.1 130 7 79,11 31 18 5 45 4 106 620 SANDY CLAYSTONE o2
9-LB-2 68.9-70.0 9.2 131.3 785 CLAYEY SANDSTONE <o
99-LB-3 85.8-86.3 8.3 132.3 1 1049 CLAYEY SANDSTONE �o
99-LB-3 87.5-88.2 12.3 121 0 70.4 296 1 451 1 1 CLAYEY SANDSTONE �<
99-LB-31 114.1-114.8 10.6 126 0 67A 329 526 1 CLAYEY SANDSTONE
99-LB-2 48.4-48 9 10 7 125 0 24 76 1 AN Y AY T N o=
99-LB-2 82.4-82.9 2.3 146 1138 1 1 SANDSTONE �N
LEGEND Ln
z
z
w
WEATHERED CLAYSTONE
v
-� LESS WEATHERED CLAYSTONE o
0 WEATHERED SANDY CLAYSTONE, CLAYEY SANDSTONE, SANDSTONE* 0
w
0 LESS WEATHERED VERY SANDY CLAYSTONE, CLAYEY SANDSTONE, SANDSTONE j
w
NOTE: cr
--GROUPING INCLUDES VERY SANDY CLAYSTONE: VISUAL TABLE IS COLOR-CODED TO MATCH STRATA LEGEND ON D
CLASSIFICATION INDICATES SANDSTONE OR CLAYEY FIGURE 3, GEOLOGIC PROFILE OF TUNNELS do SHAFT
SANDSTONE IS DOMINANT LITHOLOGY OF STRATA. BASED ON
JUDGEMENT THESE TEST RESULTS HAVE BEEN INCLUDED WITH
THE SANDSTONE DATA.
VERIFY SCALE N0. DATE REVISION BY/FIRM CHK/FIRM OSGN CL m FARMERS RESERVOIR CIVIL PROJ 154050.P3
BAR I ONE INCH ON DR DJH DWG
ORIGINAL ORAMANG. Rmc S TA N D E E Y E A K E CITY OF THORNTON, CO. TABLE 1
0-1• CHK RS
IF
SHEET,IAO UST DAM IMPROVEMENT PRO)E(T CITY OF NORTHGLENN, CO.
SCALES ACCORDINGLY. APVD DWD
CITY Of WESTMINSTER, CO. SHEET
FILENAME: GBR\TABLEI.dwg PLOT DATE: 12-OCT-2001 PLOT TIME: -