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PERMFILE138801
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PERMFILE138801
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Entry Properties
Last modified
8/24/2016 10:39:30 PM
Creation date
11/26/2007 8:05:44 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981022A
IBM Index Class Name
Permit File
Doc Date
9/5/2000
Doc Name
Sedimentation Pond B
Section_Exhibit Name
Map 2.05-M5B
Media Type
M
Archive
Yes
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N 4500 <br />SEDIMEN" <br />DROP INI. <br />N 4250 <br />w <br />m <br />z <br />z <br />H- <br />U <br />w <br />O <br />Cr <br />CL <br />w <br />J <br />LL <br />0 <br />U <br />0 <br />CD <br />CD <br />L0 <br />CD <br />v <br />w <br />❑ <br />SEDIMENT TRAP <br />DROP INLET <br />CAPACITY TABLE <br />/ J <br />POND B <br />STORAGE <br />/ N <br />ELEVATION AREA <br />/ I <br />(feet) (acres) <br />CAPACITY <br />/ <br />(ac -ft) <br />I <br />A <br />6062 0.31 <br />0 <br />\ <br />6062.0 <br />0 <br />6063 0.35 <br />.33 <br />Q <br />a <br />z <br />,. <br />TRAP \ <br />.33 <br />i <br />ET <br />6064 0.39 <br />0.70 <br />W <br />6065 0.43 <br />1.11 <br />H <br />6066 0.47 <br />1.56 <br />U <br />Q <br />6067 0.51 <br />a ; <br />6068 .55 <br />2.58 <br />SEDIMENT TRAP <br />ACTIVE TOTAL <br />2.25 <br />DROP INLET <br />I <br />AVAILABLE CAPACITY <br />2.58 <br />6069 .57 <br />3.15 <br />6070 <br />3.77 <br />/ <br />POND B - PLAN VIEW <br />SCALE <br />40' 0 40' 80' <br />CONTOUR INTERVAL 2FT. <br />R7 <br />POND BOTTOM <br />PRIMARY SPILLWAY INVERT <br />EMERGENCY SPILLWAY INVERT <br />TOP OF EMBANKMENT <br />M <br />6080 <br />6070 <br />6060 <br />6050 <br />6040 <br />6030 <br />STORAGE <br />CAPACITY TABLE <br />POND B <br />STORAGE <br />ELEVATION AREA <br />STORAGE <br />(feet) (acres) <br />CAPACITY <br />(ac -ft) <br />W <br />> <br />6062 0.31 <br />0 <br />F- <br />0 <br />6063 0.35 <br />.33 <br />Q <br />z <br />INACTIVE TOTAL <br />.33 <br />6064 0.39 <br />0.70 <br />W <br />6065 0.43 <br />1.11 <br />H <br />6066 0.47 <br />1.56 <br />U <br />Q <br />6067 0.51 <br />2.05 <br />6068 .55 <br />2.58 <br />ACTIVE TOTAL <br />2.25 <br />TOTAL <br />AVAILABLE CAPACITY <br />2.58 <br />6069 .57 <br />3.15 <br />6070 .64 <br />3.77 <br />POND B - SECTION A <br />HORIZONTAL SCALE <br />0 10' 20' <br />FEET <br />VERTICAL SCALE <br />0 10' 20' <br />FEET <br />PROFESSIONAL ENGINEER'S STA TEMENT <br />/, Thomas E. Leidich, state that this map <br />was prepared under my supervision an�itth <br />the information presented hereon /4,k! Ri <br />and correct to the best of my dee <br />and ,information. vim. oS <br />' 4 <br />Date Thomas E. L e /d/ch. CO' _ r�%.3 /4 <br />Permll Number <br />Class "n' <br />Secli 1Exh'bit: <br />Class'. 0 Revision <br />Class: 0 Report 0 Hydro OGeneral <br />Doc Type: <br />OApplication (Coal only) ❑Bond ❑Enforcement ❑Inspection <br />6080 <br />6070 <br />6060 <br />6050 <br />6040 <br />6030 <br />-, I <br />NOTE: <br />Pond B, Existing Embankment and Emergency Spillway, <br />Designed as Part of Technical Revision TR -09 Under the <br />Supervision of James E. Stover, P.E., as shown on Map S -039, <br />will be Retained with this Design Revision. The only Modification <br />in the Pond Design Involves the western slope. The western slope <br />will Maintain the Existing 2H:1V Gradient, however, the toe of the <br />Slope is Shifted to the west. <br />SCALE: <br />As Shown 12. <br />No. I <br />
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