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1982-08-24_GENERAL DOCUMENTS - C1981013 (5)
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1982-08-24_GENERAL DOCUMENTS - C1981013 (5)
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Entry Properties
Last modified
12/9/2020 7:25:39 PM
Creation date
12/10/2012 11:27:16 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981013
IBM Index Class Name
General Documents
Doc Date
8/24/1982
Doc Name
Draft Findings Response
From
CF & I Steel Corporation
To
Mined Land Reclamation
Permit Index Doc Type
Findings
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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24hr RLT210EP HYL1R00RAPH for- VIAXT^TELL 003-5 <br /> 24hr e:AINFALL CINCHES) 3.0 <br /> DP.AIN.,6F APEH (of-PES) 2.4 <br /> PLAIUFF 0JP,)F Nik1PER (CN) g41.0 <br /> TIME of CONCENIPATICIN (min) 3+.b <br /> T111L to F'FAV, (m1n) 30.0 <br /> PV"k. FLOIJ / tin RAIN (cfs) 3.6 <br /> UNIT HYDROORAPH for MAXWELL 003-5 <br /> Mo. TIME T/Tp U/UP U <br /> min Cfs <br /> 0 d.d 0.00 N,60 0.0 <br /> 1 10.0 0.33 0.23 0.8 <br /> 2 2H.0 0.67 0.77 2.8 <br /> 3 30.0 1.08 1.00 3.6 <br /> 4 40,0 1.33 0.83 3.0 <br /> 50.0 1.67 0.49 1.8 <br /> 60.0 2.80 0.28 1.0 <br /> T 70.d 2.33 0. 17 0.6 <br /> 8 80.0 2.67 0.10 0.4 <br /> 9 90.0 3.00 0.06 0.2 <br /> 10 100.0 3.33 0.03 0.1 <br /> It 11010 3.67 0.02 0.1 <br /> 12 12(4.0 4.00 0.01 0.0 <br /> 13 130.0 4.33 0.01 11.0 <br /> 14 14a.0 4.67 0.00 0.0 <br /> 15 1110.0 5.00 0.00 0.0 <br /> CHECK V = 1.H0 <br /> LkJII HYC)FOCPAPH CURVE DATA FILE: B:M03-5U.DAT <br /> EFFECTIVE RAINFALL for MAXWELL 003-5 <br /> 24hr. RAPIFALI_ = 3 <br /> LURVE NLMEJER 89 <br /> No TIME ORDINATE ACCUM ACC1.M INCR <br /> hr min PAIN EFFECT EFFECT <br /> inches RAIN RAIN <br /> 1 7:10 0.10 0.31 0.00 0.0" <br /> 2 7:20 0.11 0.32 8.00 8.00 <br /> 3 7:30 0.11 0.33 0.01 0.01 <br /> 4 7:40 0.11 0.34 0.01 0.00 <br /> 5 '�:f0 0.12 0.35 0.01 0.00 <br /> E 8. 0 0.12 0.37 0.01 0.00 <br /> 7 8:10 0.13 0.38 0.01 0.00 <br /> a 8: 4) 0.13 8.39 0.01 0.00 <br /> 9 tH 0.13 0.40 0.02 0.01 <br /> I(' b.14 0.41 O.R._ <br /> I1 +, 14 n.43 0,G+: A. <br /> 0.15 0.44 0.03 0.01 <br /> is 9:10 0.15 0.46 0.83 0.00 <br /> 14 9:'-'A H,t6 0.49 0.04 8.01 <br />
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