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2014-04-23_REPORT - M1990057
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2014-04-23_REPORT - M1990057
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Last modified
8/24/2016 5:43:19 PM
Creation date
4/23/2014 9:13:13 AM
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Template:
DRMS Permit Index
Permit No
M1990057
IBM Index Class Name
Report
Doc Date
4/23/2014
Doc Name
Annual map
From
Union Milling Company, LLC
To
DRMS
Email Name
TC1
Media Type
M
Archive
No
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d <br />cv <br />c' <br />�o- <br />O <br />COMPACTED SU.. .", <br />NON -WOVEN GEOTEXTILE <br />FABRIC MIRAFI 140N OR EQUAL <br />0 <br />2.5' 1 30.00' <br />1 <br />10 -INCH NOMINAL DIAMETER RIPRAP <br />ON SPILLWAY AND SIDE SLOPES <br />SPILLWAY ELEV = 9722.00 <br />10" RIPRAP_/ COMPACTED <br />20" THICKNESS EMBANKMENT <br />TSF SPILLWAY SECTION <br />SCALE: NTS <br />NOTES <br />1. SPILLWAY EMBANKMENT TO BE COMPACTED <br />TO 95% STANDARD PROCTOR, ±2% OPTIMUM <br />MOISTURE. <br />2. 10 -INCH NOMINAL DIAMETER RIPRAP SHALL <br />BE PLACED FROM THE EMERGENCY <br />SPILLWAY DOWNHILL TO THE EXTERIOR <br />EMBANKMENT TOE OF SLOPE. <br />3. NON -WOVEN GEOTEXTILE FABRIC TO BE <br />PLACED ON TOP OF EMERGENCY SPILLWAY <br />AND TO THE EXTERIOR TOE OF SLOPE. <br />EAST DIVERSION CHANNEL (SECTION NO. 4) <br />12.0' <br />3•� <br />COMPACTED SUBGRADE <br />0 <br />N <br />3 ;1 <br />BERM AND WEST TSF CONTACT CHANNEL - SECTION NO. 1 <br />SCALE: 1"=2' <br />NOTES <br />1. SUBGRADE TO BE COMPACTED TO 95% <br />STANDARD PROCTOR, t2% OPTIMUM <br />MOISTURE. <br />UNION MILL <br />DRAINAGE STUDY <br />SECTIONS 28 AND 33, TOWNSHIP 9 SOUTH, RANGE 80 WEST OF THE 6TH P.M., <br />LAKE COUNTY, COLORADO <br />2.5' <br />1 <br />TOP OF TSF ELEV = 9723.00 <br />SOUTH CONTACT CHANNEL (SECTION NO. 3) <br />4.0' <br />10" RIPRAP, 20" THICKNESS <br />WHERE SPECIFIED ON PLANS <br />SECTION A -A <br />SCALE: 1"=2' <br />NOTES <br />1. MINIMUM 0.5 FOOT BERM IN BETWEEN <br />CHANNELS. <br />2. SUBGRADE TO BE COMPACTED TO 95% <br />STANDARD PROCTOR, t2% OPTIMUM <br />MOISTURE. <br />3. 10" NOMINAL DIAMETER RIPRAP, 20" THICK <br />TO BE PLACED WHERE SPECIFIED ON PLANS. <br />4.0' <br />0 <br />cV <br />COMPACTED SUBGRADE <br />in <br />0 <br />N <br />N <br />4.0' <br />4.0' <br />MATCH EXISTING <br />ELEVATION <br />25'1, •_I I <br />S 'voQE IT_I <br />N,EN III I I- <br />EMePN� Ilil I�,IIIIII ,I <br />11=111_ ill -11 II I' <br />1 =1 11 -1 I I -1 I I_I ! i -1 11 =1 11 =1 <br />TOP OF SEDIMENT TRAP <br />IN SOUTH TSF CONTACT <br />CHANNEL. SEDIMENT TRAPS <br />AT 25' INTERVALS <br />NON -WOVEN GEOTEXTILE <br />FABRIC MIRAFI 140N OR EQUAL <br />TOP OF SEDIMENT TRAP <br />IN SOUTH TSF CONTACT <br />CHANNEL. SEDIMENT TRAPS <br />AT 25' INTERVALS <br />SOUTH CONTACT CHANNEL - SECTION NO. 3 <br />SCALE: 1"=2' <br />NOTES <br />1. SUBGRADE TO BE COMPACTED TO 95% <br />STANDARD PROCTOR, t2% OPTIMUM <br />MOISTURE. <br />2. 10" NOMINAL DIAMETER RIPRAP, 20" THICK <br />TO BE PLACED WHERE SPECIFIED ON PLANS. <br />4.5' <br />U) <br />10" RIPRAP, 20" THICKNESS <br />WHERE SPECIFIED ON PLANS <br />COMPACTED SUBGRADE <br />NON -WOVEN GEOTEXT <br />FABRIC MIRAFI 140N <br />COMPACTED SUBGR <br />4.5' <br />CHANNEL TOP OF SLOPE <br />TYPICAL GEOTEXTILE ANCHOR DETAIL <br />SCALE: 1"=2' <br />NOTES <br />1. SUBGRADE TO BE COMPACTED TO 95% <br />STANDARD PROCTOR, t2% OPTIMUM <br />MOISTURE. <br />2. ANCHOR TRENCH MUSTBE A MINIMUM OF 1 <br />FOOT FROM UPPER END OF CHANNEL. <br />-WOVEN GEOTEXTILE <br />ZIC MIRAFI 140N OR EQUAL <br />UPPER DIVERSION CHANNEL - SECTION NO. 4 <br />SCALE: 1"=2' <br />NOTES <br />1. SUBGRADE TO BE COMPACTED TO 95% <br />STANDARD PROCTOR, f2% OPTIMUM <br />MOISTURE. <br />2. 10" NOMINAL DIAMETER RIPRAP, 20" THICK <br />TO BE PLACED WHERE SPECIFIED ON PLANS. <br />DETAIL <br />ANKM NT TO BE COMPACTED <br />TO 95% STANDARD PROCTOR, f2% OPTIMUM <br />MOISTURE. <br />10 -INCH NOMINAL DIAMETER RIPRAP SHALL <br />BE PLACED FROM THE EMERGENCY <br />SPILLWAY DOWNHILL TO THE EXTERIOR <br />EMBANKMENT TOE OF SLOPE. <br />FABRIC MIRAFI 140N OR EQUAL <br />EAST DIVERSION CHANNEL - SECTION NO. 5 <br />SCALE: 1"=2' <br />NOTES <br />1. SUBGRADE TO BE COMPACTED TO 95% <br />STANDARD PROCTOR, t2% OPTIMUM <br />MOISTURE. <br />2. 10" NOMINAL DIAMETER RIPRAP, 20" THICK <br />TO BE PLACED WHERE SPECIFIED ON PLANS. <br />RECEIVE® <br />APR 20 '%.f <br />AND S Ely <br />w <br />L� <br />JV. V V <br />L.5 <br />10 -INCH NOMINAL DIAMETER RIPRAP <br />ON SPILLWAY, SIDE SLOPES AND <br />TO EXTERIOR TOE OF EMBANKMENT <br />0 <br />I <br />MATCH EXISTING <br />as <br />oa oa O a <br />a oa <br />I <br />oa <br />oa N oa <br />I <br />ELEVATION <br />O <br />ai <br />ELEV = 9722.00 O�ELEV=9 9722.00 <br />0000 <br />CcV N <br />0 <br />O a <br />oaa <br />O a O a a O a oa <br />a O <br />ELEV= 9723.00 <br />2.5:1 <br />pa <br />2.5:1 <br />-aoa <br />aD <br />a�a�a_ a( <br />a�a <br />N <br />FLOW <br />DIRECTION <br />N <br />a O a O O a a <br />a <br />TSF SPILLWAY <br />ELEV= 9722.00 ELEV= 9722.00 <br />SCALE: NTS <br />NOTES <br />1. SPILLWAY EMBANKMENT <br />4.5' <br />U) <br />10" RIPRAP, 20" THICKNESS <br />WHERE SPECIFIED ON PLANS <br />COMPACTED SUBGRADE <br />NON -WOVEN GEOTEXT <br />FABRIC MIRAFI 140N <br />COMPACTED SUBGR <br />4.5' <br />CHANNEL TOP OF SLOPE <br />TYPICAL GEOTEXTILE ANCHOR DETAIL <br />SCALE: 1"=2' <br />NOTES <br />1. SUBGRADE TO BE COMPACTED TO 95% <br />STANDARD PROCTOR, t2% OPTIMUM <br />MOISTURE. <br />2. ANCHOR TRENCH MUSTBE A MINIMUM OF 1 <br />FOOT FROM UPPER END OF CHANNEL. <br />-WOVEN GEOTEXTILE <br />ZIC MIRAFI 140N OR EQUAL <br />UPPER DIVERSION CHANNEL - SECTION NO. 4 <br />SCALE: 1"=2' <br />NOTES <br />1. SUBGRADE TO BE COMPACTED TO 95% <br />STANDARD PROCTOR, f2% OPTIMUM <br />MOISTURE. <br />2. 10" NOMINAL DIAMETER RIPRAP, 20" THICK <br />TO BE PLACED WHERE SPECIFIED ON PLANS. <br />DETAIL <br />ANKM NT TO BE COMPACTED <br />TO 95% STANDARD PROCTOR, f2% OPTIMUM <br />MOISTURE. <br />10 -INCH NOMINAL DIAMETER RIPRAP SHALL <br />BE PLACED FROM THE EMERGENCY <br />SPILLWAY DOWNHILL TO THE EXTERIOR <br />EMBANKMENT TOE OF SLOPE. <br />FABRIC MIRAFI 140N OR EQUAL <br />EAST DIVERSION CHANNEL - SECTION NO. 5 <br />SCALE: 1"=2' <br />NOTES <br />1. SUBGRADE TO BE COMPACTED TO 95% <br />STANDARD PROCTOR, t2% OPTIMUM <br />MOISTURE. <br />2. 10" NOMINAL DIAMETER RIPRAP, 20" THICK <br />TO BE PLACED WHERE SPECIFIED ON PLANS. <br />RECEIVE® <br />APR 20 '%.f <br />AND S Ely <br />w <br />a <br />0 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />Z <br />0 <br />W <br />N <br />It <br />NtO <br />n <br />GO <br />BI <br />I <br />m <br />oN <br />0 <br />O <br />o <br />U U <br />O U Y Y <br />W <br />m } m <br />m <br />w m o 0 <br />z <br />CK <br />w <br />C? 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