2008-12-04_PERMIT FILE - C1994082 ‎(34)‎

• Permit No: C1994082
• IBM Index Class Name: Permit File
• Doc Date: 12/4/2008
• Doc Name: Part II Pond 014 As-Built Report ‎(October 2001)‎
• Section_Exhibit Name: Tab 13 Attachment 13-17.2
• Media Type: D
• Archive: No

• ~
STRUCTURAL FILLS/SOILS NUCLEAR DENSITY TEST RESULTS

Test
Pond t4 Construction
Depth
or Max.
Dry
Density Opt.
Moismre
Content
Dry
Density
Moist.
Cont.

Com action
No. Location Elev. (pcf) (%) (pcf) (%) Att. (°/a) Re . (%) Proctor Number and Soil Desai Lion
4 Soulh end of keyway, 7ft offset from CL to the east, 2ff below 8 in 111.0 104.9 18.3 94.5 95.0 Failed compaction
ground surtace
5 Center of keyway , 2ff. Below virgin ground level 8 in. 111.0 109.7 16.6 98.8 95.0 Passed

6 South end of keyway, 7ff offset from CL to the east, 2ft below 8 in. 111.0 105.8 18.0 95.3 95.0 Retest for Test No.4 (Passed)
ground surface
7 North end of keyway , Sft offset from CL to the west. 1 ff below Bin. 111.0 9fi.6 21.6 87.1 95.0 Failed compaction
ground surface
B North end of keyway , Sff offset from CL to the west, 1ff below Bin. 111.0 106.5 16.5 95.9 95.0 Retest for Test No.7 (Passed)
ground surface

Proctor No. 1 Data
Max. Dry Density (pct):
Opt. Moismre Content(%):
Proctor No. 2 Data
Max. Dry Density (pcf):
Opt. Moisture Content(%):
Gauge Data
Gauge No.: 3440 S.S#022819
Gauge Correction Factor:
Soil Type:
Soil Type:
Density Standard Count: 2492
Moisture Standard Counr. 601
Project Name: Seneca Coal -Pond 14 Conswction
Pro ect Location: Ha den, Colorado
Project Number 2470108 Technician: Matt Mathisen Date: 1, August 2001
© MONTGOMERY WATSON
Pond fd Nutlear Density Tesls