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ENFORCE26805
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Last modified
8/24/2016 7:34:37 PM
Creation date
11/21/2007 11:25:52 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981013
IBM Index Class Name
Enforcement
Doc Date
2/1/2001
Doc Name
REPORT CONCERNING AN INVESTIGATION INTO CONTINUED DAMAGE TO THE HOUSE & WATER SUPPLY PIPELINE AT THE
Violation No.
CV2000009
Media Type
D
Archive
No
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<br />page <br />Surface Deformation Prediction System 4.Op 04-10-1995 <br />Influence Function Method 14:46:19 <br />Project File: F:\SDPS\TATUM.PRJ <br />Units: Imperial <br />Parameters: Tang = 1.3 Bs = .35 <br />Def.Indea Id: TATUM <br />Deformation files: ".SDP" <br />Case Description <br />Tatum house using the Allen Mine adjusted parameters <br />longitudal deformation. <br />INPUT DATA: DIMENSIONS OF RECTANGULAR MINE PLAN PARCEL(S) USED <br />Parcel Adjust West East South North Subs. Curve <br />Num Option Border Border Border Border Factor Mode <br />1 Orig -315.0 315.0 -900.0 900.0 69.00 **** <br />1 Manual -315.0 315.0 -900.0 900.0 69.00 Cons <br />Subsidence [f t] and Slopes [%] <br />PT# SU Tx Ty Ta Tm AngTm <br />1 -3.861 999.000 999.000 999.000 999.000 999.0 <br />2 -3.237 999.000 999.000 999.000 999.000 999.0 <br />3 -2.530 999.000 999.000 999.000 999.000 999.0 <br />4 -1.822 999.000 999.000 999.000 999.000 999.0 <br />5 -1.199 999.000 999.000 999.000 999.000 999.0 <br />6 -0.715 999.000 999.000 999.000 999.000 999.0 <br />7 -0.385 999.000 999.000 999.000 999.000 999.0 <br />8 -0.187 999.000 999.000 999.000 999.000 999.0 <br />9 -0.072 999.000 999.000 999.000 999.000 999.0 <br />10 -0.030 999.000 999.000 999.000 999.000 999.0 <br />11 -0.010 999.000 999.000 999.000 999.000 999.0 <br />12 -0.003 999.000 999.000 999.000 999.000 999.0 <br />13 -0.001 999.000 999.000 999.000 999.000 999.0 <br />14 -0.000 999.000 999.000 999.000 999.000 999.0 <br />15 -0.000 999.000 999.000 999.000 999.000 999.0 <br />16 -0.000 999.000 999.000 999.000 999.000 999.0 <br />17 -0.000 999.000 999.000 999.000 999.000 999.0 <br />Horizontal Strains [1/1000] <br />PT# Ea Ey Ee E1 E2 Em AngEm <br />1 -3.506 -7.028 999.000 -3.506 -7.028 -7.028 90.0 <br />2 -2.940 -1.259 999.000 -2.940 -4.259 -4.259 90.0 <br />3 -2.297 -0.000 999.000 0.000 -2.297 -2.297 0.0 <br />4 -1.655 4.259 999.000 4.259 -1.655 4.259 90.0 <br />5 -1.089 7.028 999.000 7.028 -1.089 7.028 90.0 <br />6 -0.649 7.651 999.000 7.651 -0.649 7.651 90.0 <br />7 -0.349 6.512 999.000 6.512 -0.349 6.512 90.0 <br />8 -0.170 4.571 999.000 4.571 -0.170 4.571 90.0 <br />9 -0.065 2.710 999.000 2.710 -0.065 2.710 90.0 <br />10 -0.027 1.374 999.000 1.374 -0.027 1.374 90.0 <br />11 -0.009 0.600 999.000 0.600 -0.009 0.600 90.0 <br />12 -0.003 0.227 999.000 0.227 -0.003 0.227 90.0 <br />FIGURE T-1 TATUM HOUSE <br />SURFACE DEFORMATION PREDICTION SYSTEM (SDPS) <br />WOODWARD-CLYDE PARAMETERS <br />SAME PARAMETERS AS ALLEN MINE FIGURE AM-7 <br />LONGITUDINAL DEFORMATION, INF tiFNC F N TION METHOD <br />PREDICTION POINTS ON A 100 FOOT SPACING. <br />SOUTH-NORTH ORIENTATION. SEE ALSO FIGURES T-2 AND T-3 <br />
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