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2007-11-30_HYDROLOGY - C1994082
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2007-11-30_HYDROLOGY - C1994082
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Entry Properties
Last modified
8/24/2016 3:18:55 PM
Creation date
12/4/2007 2:20:44 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1994082
IBM Index Class Name
HYDROLOGY
Doc Date
11/30/2007
Doc Name
4th Quarter 2007 Sedimentation Pond Inspections
From
Seneca Coal Company
To
DRMS
Permit Index Doc Type
Sediment Pond Inspect
Media Type
D
Archive
No
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.,~ <br />PERIODIC INSPECTION FORM <br />Water, Sediment, or Slurry Impoundments <br />INSPECTOR'S NAME: Dennis Jones <br />NPDES I.D. NO.: CO-0000221 D.P. <br />FACILITY CONFIGURATION: Cross-Val <br />SITE NAME: Pond #010 <br />MINE NAME: Yoast Mine (Seneca Coal <br />MINE I.D. NO.: CMLRD Permit No. C <br />DATE: ~Q'_~ .®~ <br />010 ~ I ~ ®~ <br />1ey Pond DATE LAST INSPECTION: V <br />LOCATION: NWl/, NEl/, Sec . 8 , TSN, R87W <br />Co) LOCATION: 8.5 mi. SE of Hayden, CO <br />-94-082 OWNER'S REP.: Grego Kitchen, Gen Mgr <br />Circle or write in appropriate response <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7. <br />8. <br />9. <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />19 <br />Foundation preparation (removal of vegetation, stumps, topsoil: _ <br />Lift thickness: <br />Compaction according to approved plan: <br />Burning (specify extent and location): <br />Angle of slope: 3.75:1 upstream, 3.75:1 downstream <br />*Seepage (specify location, color, and approximate volume) <br />From underdrain pipes: <br />At isolated points on embankment slopes: <br />At natural hillside: <br />Over widespread areas: <br />From downstream foundation area: <br />"Boils" beneath stream or ponded water: <br />Cracks or scarps on crest: <br />Cracks or scarps on slope: <br />Sloughing or bulging on slope: <br />*Major erosion problems: <br />Surface movements in valley bottom or on hillside: <br />*Erosion of toe: <br />*Water impounded against toe: <br />Existj~ng embankment freeboard: (normal = 10.0') <br />_ / Increase Decrease in water level: <br />Cracks, bulging, or erosion on upstream face: <br />Visible sumps or sinkholes in slurry surface: <br />*Clogging <br />Spillway channels <br />Decant system: _ <br />Diversion ditches: <br />*Cra.cking or crushing of <br />pipes <br />_ Yes <br />8 <br />_ Yes <br />No <br />Total = <br />in. <br />7.5:1 <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />es <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />~_ feet <br />~• I_ feet <br />Yes C1Qaj <br />NL <br />Yes 1V <br />N A <br />Spillway pipes: Yes <br />Decant system: t~ N L <br />20 . Trash racks clear and in place : _~{~, Cv' t-t tc~ es No <br />21. Discharge rate (gpm) <br />and pipes: <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A ~ 7 <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />*Major adverse changes in these items could cause instability and should be reported to <br />the Engineering Manager and Mine Superintendent for further evaluation. Adverse <br />conditions noted in these items should normally be described (extent, location, volume, <br />etc.) in the space on the back of this sheet. <br />
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