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2009-09-21_PERMIT FILE - C1980007 (2)
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2009-09-21_PERMIT FILE - C1980007 (2)
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Last modified
8/24/2016 3:55:38 PM
Creation date
12/2/2009 9:49:43 AM
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Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
9/21/2009
Section_Exhibit Name
Exhibit 51 Lower Refuse Pile
Media Type
D
Archive
No
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TABLE OF CONTENTS <br /> <br />•i <br /> <br />6.3.2 Phase V Effects on SedimentControl Pond .............................._..................... ......._...31 <br />6.3.2.1 10-year, 24-Hour Event Runoff Volume and Sediment Yield ............. .............32 <br />6.4 Clear Water Ditch Desien .............................._............................_............................ _...........32 <br />6.5 Treatment of Water in Sediment Pond .............................._............................_......... .............32 <br />6.6 100-Year Flood Events in SvlvesterGulch .............................._............................_.. ..............33 <br />6.6.1 100-Year Flood Event Determination .............................._............................ _............33 <br />6.6.2 100-Year Flood Event Assuming Blockage of SIy Gulch .............................._ .............33 <br />7.0 ROADS .............................._............................_............................_..... ......................._.................34 <br />7.1 Reali¢omen[ofS <br />vlvesterGulchRoad .............................._......... ..................._......................34 <br />_ <br />7.2 Access Roads ............................._............................_................. ..........._............................_34 <br />7.3 Relocation of the Waterline .............................._.......................... .._............................_........34 <br />8.0 MONITORING .............................._............................_............................_............................_.....35 <br />8.1 QualiryControl .............................._............................_............................_...........................35 <br />8.2 Groundwater,Leacha[e.and WaterQualiryMonitoring .............................._..........................35 <br />8.3 Slope Stabiliry .............................._............................_............................_............................35 <br />8.4 Compaction Testing .............................._............................_............................_...................36 <br />9.0 RECLAMATION .............................._............................._............................_............................_..37 <br />TABLES <br />1 Storage Capacity by Phases (cubic yards) .............................._. ..... ......................6 <br />2 Lower Refuse Pile Life .............................._............................_............................_..... ......................b <br />3 Topsoil and Subsoil Salvage and ReplacementSummary .............................._............. ..............._.....7 <br />4 Laboratory Analysis Summary .............................._............................_....................... ....._.............12 <br />5 Results ofln-Site Falling Head Permeability .............................._............................_.. .....................14 <br />6 Summary ofS[rengthParameterData .............................._............................_............ ................_..20 <br />7 Summary ofStabili[yAnalysisResults .............................._............................_.......... .................._21 <br />8 SummaryofStabiliryAnalysisResultsFactorsofSafery(F.S.) .............................._... ....................24 <br />9 SedimentControl Ditch Design, 100-YearStorm .............................._.......................... .._...............:L7 <br />10 10-Year, 24-Hour Peak Discharge and Maximum Run-off .............................. _........... ................._.28 <br />II Sedimentation Basin Sediment and Water Yields;l0-Year, 24 HourStorm .................. ............_......30 <br />12 25-Year, 24-Hour Storm Peak Discharge .............................._............................_....... .....................31 <br />13 Clear Water Ditch Design. 100-Year Storm .............................._............................_... .....................32 <br />APPENDICES <br />Pile Configuration <br />Figure I.O ..................... <br />Phase Maps <br />I. FigureLWP-002....... <br />II. FigureLWP-003....... <br />III. FigureLWP-004....... <br />IV. Figure 2.0 ................. <br />Figure 2.OA .............. <br />V. Figure 2.OB .............. <br />Figure 2.OC ............... <br />Figure 2.OD ............... <br />...................._............................._............................_Appendix A <br />
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