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2009-01-02_INSPECTION - M1977344
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2009-01-02_INSPECTION - M1977344
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Last modified
8/24/2016 3:39:23 PM
Creation date
1/6/2009 3:19:44 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1977344
IBM Index Class Name
INSPECTION
Doc Date
1/2/2009
Doc Name
Detailed Facilities Inventory
From
Holcim
To
DRMS
Inspection Date
12/19/2007
Email Name
BMK
Media Type
D
Archive
No
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3 <br /> <br /> 14A Plant 4 North Clinker Silo <br />2001 <br />1,110,998 <br />Concrete Wall This info to cover north, south and reject silos. Caissons 130 <br />ea at 1.524m dia x 7.1m with a 1.1m thick concrete pad on <br />Lop of caissons. <br />14B Plant 4 South Clinker Silo 2001 1,110,998 Concrete Wall Information for north silo covers south silo as well <br /> <br />14C Plant 4 Reject Clinker Silo 2001 92,833 Concrete Wall Information for north silo covers reject silo as well <br /> <br />15 Plant 4 Clinker Dome 1974 34,636 Concrete Wall and Metal <br />siding <br />Footer 1'-6" x 9' along diameter of bldg. <br /> <br />16 Plant 4 Cement Grinding Enclosure 2001 14,505 Metal siding bldg Caissons 57 ea at .914m dia x 7m and 39 ea at 1.22m x 7m <br />with a 1m thich concrete pad <br /> <br />17 Plant 3 XFOBS 16 Raw Material Silo <br />1974 <br />235,000 <br />Concrete Wall Caissons two types 3' and 4' dia 11 ea per large silo and 8 <br />ea per small silo, some caissons common to each silo, <br />caissons bear on rock <br />18 Plant 4 New Cement Silo 2001 616,824 Concrete Wall Caissons 30 ea at 1.52m dia. X 11m with a 2m thick pile cap <br />on top of caissons <br /> <br />19 Plant 4 Cement Silo Electric 2001 814 Center Block Wall Concrete pad .3m thick in center and 1.2m thick on outer <br />edges of building <br />20 <br /> <br /> <br />21 Logistics <br /> <br /> <br />Logistics Group 3 Plat Bldg 13e <br />g <br /> <br />Group 2 1965 Silos <br />1974 <br /> <br /> <br />1965 <br />1,496,256 <br /> <br /> <br />718,908 <br />Concrete Wall <br /> <br /> <br />Concrete Wall Three rows of footer the outside footers are 2'x2'-6" and the <br />middle footer is Tx 2'-6" with a 3' concrete pad and lean <br />concrete below footers no depth given <br />8' Thick class D Concrete and then 2' Thick class A Concrete <br />for footers on top of the class D, you also have class C <br />concrete 2' thick between footers <br />22 Logistics Packhouse Silos 1925 896,601 Concrete Wall Concrete slab 2'-9" thick <br /> <br />23 Plant 3 Raw Water Pump House 1965 80 Center Block Wall Stem Wall 3'-6" x 9" thick with a 2' wide x 9" thick footer <br /> <br />24 Plant 2 Coal Handling Control Room 1974 720 Concrete Twin Tee Wall Concrete slab 6" thick <br /> <br />25 Plant 2 RR Maintenance Building 1974 1,980 Concrete Twin Tee Wall Concrete slab 3' thick <br />26 Plant 2 Coal Unloading Control Room 1974 144 Concrete Twin Tee Wall Concrete slab 6" thick <br /> <br />27 Misc. Quonset Hut Misc. Storage 2001 1,225 Metal siding / Wood Frame Monolithic Slab 9" thick <br /> <br />28 Quarry Crusher Electric 2001 1,496 Center Block Wall <br />c Electrical room Concrete slab 1.3m thick with .3m of lean <br />oncrete below, transformer bldg tm thick concrete pad <br />29 Q uarry C rusher Compressor 2001 291 Center Block Wall No drawing found, assume 1 m thick concrete pad
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