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GENERAL42340
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Last modified
8/24/2016 8:10:56 PM
Creation date
11/23/2007 11:43:54 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981013
IBM Index Class Name
General Documents
Doc Date
3/16/1995
Doc Name
Aguirre Engineers REPORT OF SITE VISIT OBSERVATIONS TATUM RESIDENCE
From
AGURRE ENGINEERS INC
To
TATUM MR & MRS.
Permit Index Doc Type
CITIZEN COMPLAINTS
Media Type
D
Archive
No
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MAR-16-86 14.47 FROM. AGUIRR~NCINEER6 [NC <br />. , <br />Mr. and Mrs. Tatum <br />Msrch 18, 1995 <br />Page 8 <br />S. Poor Dn+lnaoe <br />ID. • <br />PAGE ,7 <br />Other tnveatlgators have commented on poor drainage In the area around the residence. <br />They remark on cortditlona, especially in the garden area south of the residence, where <br />the fall of the ground la very smell and may be locally towards the structure, A <br />location where we observed poor drainage la towards the west end of the south wall <br />Weer the porch. However, there are no root downspouts that discharge in this area, <br />and wa did not observe indlcationa of water accumulation. <br />In our opinion poor drainage cannot explain the recent settlement damage, because it <br />appears ttu-t the drainage (s eswntially unchanged from the time the structure was <br />built In five 1930'8. <br />It teas been suggested that the poor drainage In conjunction with the clayey upper soils <br />could be producing saeaonsl movements, However, this would not be a changed <br />condition that could explain the recent distress. The poor drainage could have <br />contributed to soma of the on~oing normal aging described earlier. <br />8. Foundation Deterioration <br />Were the foundations to deteriorate or rot away, support would be lost to portions of <br />the structure and distress could result. It has been suggested that water infiltration <br />due to the poor drainage may ba weakening the adobe. However, as noted above, the <br />drainage conditions appear unchanged for many years. Therefore, adobe sohening Is <br />not likely to be the reason for the recent distress. To the extent we could observe it, <br />the wooden elements bearlrtg on the foundation were sound. No rotten lumber was <br />observed in the foundation area. <br />7. Mine Subsidence <br />Previous Investigators have dleoounted mine subsidence as the cause of the recent <br />distress because they considered the workings to be too far away from the structure. <br />_ ~ However, we understand that the mining Could have been within 200 to 300 feet of <br />` ~ 1. ~ the structure. 7htre, depending on the theory used for analysis, the residence could <br />r~~~ ' .1 . be at or within the potential subsidence zone. <br />i Mine subsidence has also bean discounted because damage to the residence is <br />U,;~ centered at the front of the house, whereas the mining was to the south. In this regard <br />ws note that the angle of draw Concept is a simplification of what actually happens. <br />Theories relating to coal mine subsidence are based on empirical evidence 'and <br />atatlatlcal snalysis of data obiairled over known mining conditions. In most mining <br />situations actwl subsidence can be quite erratic and is governed by many factors <br />including the types of rock strafe that exist over the roof of the mine, the orientation <br />r.~q.m•uaoreola. ,- <br />
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