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ARCHIVED REPORTS_2006_4
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2006_4
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Entry Properties
Last modified
7/17/2020 3:53:24 PM
Creation date
7/3/2020 10:51:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_4
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2006_4.tif
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EHD - Public
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DC' a 011,MCE•6.11Cer <br />_ 75.11 .0)060 .O of .091 .0 <br />966.5 <br />911.5 .0 <br />.960 <br />ITIM71LM NUMBE. 21 <br />4 I1 )S.O •.01977 .019 .091 .0 <br />979.1 <br />170.1 .0 <br />.94) <br />S )I 65.0 .01494 .)OS .IGS .0 <br />916.6 <br />911.6 .0 <br />.f 2f <br />VALUES IN TIMt DOMATN <br />6 e1 SS.O .0521: .107 .107 ,0 <br />f4I.0 <br />n1.0 .O <br />.))1 <br />7 it 65.0 .C4654 .107 .107 .0 <br />1217.1 <br />1222.1 .0 <br />.931 <br />NO TYPE DEPTH UNlrm. ..... <br />DAIHpING -_..> <br />...._ SNEAK MODULUS -•---1 <br />G/Ge <br />0 11 7S.0 .04619 .10) .103 .0 <br />1]01.1 <br />1701.6 .0 <br />.9]2 <br />HFTI STRAIN NEN <br />USED CM OR <br />NM <br />USED CRAOR <br />RATIO <br />9 11 05.0 .06559 .105 .107 .0 <br />1)1].6 <br />.02!7.6 .0 <br />.171 <br />__ _____ <br />______ <br />lI 11 9).0 .0.119 .101 .101 .0 <br />1166.4 <br />]166.1 ,0 <br />.yJ6 <br />1 11 S.a .0061! .OSI <br />______ <br />ASS <br />_______ <br />171.0 <br />___...... <br />971.1 <br />...,_ <br />I1 71 105.0 .07919 .0:7 .097 ,0 <br />1666.1 <br />1661.1 .0 <br />.911 <br />x 11 1S.0 .01917 .076 <br />.0 <br />.076 <br />151.0 <br />.0 <br />.197 <br />11 It117.0 .0) IS.Of) ,09) .0 <br />le)6.4 <br />1t 76.4 ,0 <br />.f SJ <br />7 21 75.0 .0701E .Off <br />,0 <br />.01! <br />f11.T <br />f41.S <br />1) 11 175.0 .O;l Sf .oto .Oft .0 <br />1101.7 <br />x101.7 .0 <br />.Is, <br />4 I1 )5.0 .01977 .oft <br />.0 <br />.Of9 .0 <br />110.1 <br />.0 <br />970.1 .0 <br />.160 <br />11 I1 171.0 .07)06 .006 .016 .0 <br />)671.0 <br />7471.0 .0 <br />.f6i <br />S 11 15.0 .0.:16 .IDS <br />.JOS .0 <br />:111.6 <br />!14.4 .0 <br />.917 <br />1S 3 37rS.0 .Olt el .109 .101 .0 <br />1777.E <br />I))L x .0 <br />.t S7 <br />1 11 15.0 .OS}af .101 <br />.lot .0 <br />fe1.0 <br />1Q .0 <br />.929 <br />16 1 ISS.O .04520 .)if .015 .0 <br />1651.1 <br />1657.1 .0 <br />.976 <br />7 I3 65.0 .0165! .30) <br />.107 .0 <br />17}).1 <br />1112 .1 <br />17 1 165.0 .01)57 .117 .)1) .0 <br />1610.0 <br />36)1.1 .0 <br />.615 <br />f 11 75.0 .0667! .30) <br />.30] .0 <br />1)01.6 <br />.0 <br />1]01.1 .0 <br />.177 <br />10 1 175.0 ,033)7 .100 .100 .0 <br />1f i <br />21!0.7 <br />75!7.4 .0 <br />.I Of <br />f 11 15.0 .06550 .101 <br />.107 .0 <br />111).1 <br />11!1.5 0 <br />./7T <br />165.0 .01211 .100 .100 .0 <br />70 1 lase <br />2301.0 <br />1]00.5 .0 <br />All <br />IO 1] IS.O .06426 .101 <br />.101 .0 <br />1494.0 <br />164:.t <br />.9)4 <br />.01$47 .109 .tot .0 <br />71 I 105.0 <br />37)0.1 <br />372:.9 ,0 <br />.473 <br />ll 11 IOS.0 ,0)f40.017 <br />.017 .0 <br />1364.1 <br />1661.1 ,0 <br />.OJO )1 .m. .Of6 .0 <br />22 1 <br />]906.0 <br />2!03.1 .0 <br />.330 <br />I2 1T 115.0 .01515 .ot7 <br />.OfI .0 <br />1076.1 <br />If 14.3 <br />.910 <br />715.0 .05!70 .096 .of6 .0 <br />1 <br />IfSS.a <br />3055.3 .0 <br />.$11 <br />I) 11 115.0 .03159 It <br />,0fo .0 <br />2101.7 <br />.0 <br />2101.7 .O <br />.157 <br />.Elf <br />EARTHOUAR[ - cern 117 <br />14 II 173.0 .02706 ,of6 <br />.ots .0 <br />7:71.0 <br />2471.0 .0 <br />.967 <br />.bar <br />502E PROrILE • fer..ard 140-11f. <br />13 2 165.0 .0)907 .101 <br />.100 .0 <br />1777.6 <br />1771.1 .0 <br />,:5) <br />It <br />16 E 133.0 ,03:17 .115 <br />,213 .0 <br />1651.0 <br />)631.1 .0 <br />.373 <br />ITERATION MVMSU 10 <br />17 1 165.0 .01)54 .117 <br />.11? .0 <br />Ia30.7 <br />1610.9 .0 <br />.315 <br />1e 1 173.0 .03)26 .loo <br />_100 .0 <br />2290.4 <br />2293.3 .0 <br />.699 <br />VALVES IN TIME DOMAIN <br />3a E 39:.0 .031!9 .100 <br />.loo .0 <br />I70f .1 <br />2)Of .: <br />]0 3 •lfS.I .0)556 .103 <br />.lOt .e <br />2170.3 <br />21)0.7 .0 <br />.175 <br />NO TTPC DEPTH UMIFAM. •-•-- DAMPING ••••> <br />s---. SNFAR NODULUS -----> <br />O/Oe <br />I1 1 205.0 ,07.74 .011 <br />.Ofl .0 <br />7906.7 <br />7906.1 .0 <br />.510 <br />1171 STRAIN NEW USED ERROR <br />NE1t <br />USED ERROR <br />RA 10 <br />)2 1 215.0 .O3f 79 .096 <br />.Of6 .0 <br />2053.1 <br />2955.1 .0 <br />.511 <br />... .... .... ....... ..... ...... ...... <br />....... ....... ...... <br />..... <br />VALDFS 2N TIME'DONAIN <br />1 21 S.0 .00631 .OSS .057 .0 <br />2 11 15.4 .01!13 .076 .076 .0 <br />971.1 <br />954.0 <br />971.6 .0 <br />VS4.0 .0 <br />_997 <br />.sof <br />LAYER TYPE THICKNESS <br />DEPTH <br />MAX STRAIN <br />MAX STRESS <br />3 11 35.0 .03040 .062 .Olt .0 <br />914,5 <br />944.5 .0 <br />.160 <br />TIME <br />4 11 lS.G .07977 .496 .0lt .0 <br />ISO.4 <br />129.4 ,0 <br />.937 <br />IT <br />FT <br />PRCNT <br />S IS 35.0 ,03096 .IGS .105 .0 <br />114.6 <br />:14.6 .0 <br />.f]9 <br />sec <br />PSr <br />6 11 SS.O ,OSJ6f .101 .107 .0 <br />Df1.0 <br />907.0 .0 <br />.126 <br />7 11 6S.0 .06651 .100 .107 .0 <br />]273.1 <br />ITI7.1 ,0 <br />.972 <br />t 11 10.0 <br />S.0 <br />110.5} <br />a 11 7S.0 .01679 .10) .103 .0 <br />1304.4 <br />1701.6 .0 <br />.f IS <br />7.90 <br />.017)9 <br />9 11 15.0 .04SS0 .101 .101 .0 <br />1197.6 <br />])9:.6 ,0 <br />.171 <br />7 Il 10.0 <br />15.0 <br />JJ 56 <br />7)0.71 <br />10 )1 95.0 .04416 .101 .101 .0 <br />1466.4 <br />1466.4 .0 <br />.:7: <br />2.90 <br />.0 <br />ll 11 105.0 .0)949 .097 .017 .o <br />1664.1 <br />1664.1 .0 <br />-933 <br />) 11 10.0.05711 <br />541.31 <br />12 Il 115.0 .4751) .090 .091 .0 <br />1076.4 <br />2016.4 ,0 <br />.957 <br />].f0 <br />17 11 175.0 .07116 .Of4 .OEC .0 <br />2101.) <br />1101.7 .0 <br />.f f9 <br />t 13 10.0 <br />77 <br />111,16 <br />71 )1 1J 1.0 .:2706 .064 .416 .0 <br />7671.3 <br />2471.0 .0 <br />.062 <br />7.90 <br />3S.0 <br />.069 <br />S 11 16.4 4S.0 <br />.70 <br />.09536 <br />76S.25 <br />WITHIN 70.0 <br />.25691 <br />2.10 <br />1.14 <br />6 11 10.0 SS.O <br />70 <br />.ot744 <br />906.95 <br />.000 0 <br />WITHIN 70.0 <br />.21]67 <br />7.66 <br />1.76 <br />7 II IC.O 65.0 <br />Arm <br />997.10 <br />.000 0 <br />WITHIN .0.0 <br />2.69 <br />1.61 <br />60 <br />f 11 3O.c 1S.0 <br />.09209 <br />1070.73 <br />.000 0 <br />WITHIN So.O <br />.10044 <br />2.66 <br />I.I$ <br />69 <br />I 11 10.0 4S.0 <br />.07917 <br />1317.67 <br />.000 0 <br />WITHIN 60.0 <br />.15661 <br />7.04 <br />1.91 <br />6f <br />10 11 )0.0 15.0 <br />.07)31 <br />1136.61 <br />.000 0 <br />WITHIN 70.0 <br />.14151 <br />7.04 <br />2.11 <br />6f <br />D <br />.37240 <br />11 11 )0.0 105.0 <br />66 <br />.06929 <br />IIS2.f) <br />.000 <br />WITHIN 00.0 <br />.11044 <br />3.04 <br />2.11 <br />17 17 10.0 JIS•0 <br />.06167 <br />1157.27 <br />.000 0 <br />WITHIN 10.0 <br />7.04 <br />2.SO <br />t1 <br />13 I1 10.0 125.1 <br />.OSS41 <br />2164.56 <br />.(100 0 <br />WITHIN 10:.0 <br />.If797 <br />).04 <br />2.57 <br />$4 <br />004 0 <br />,397SS <br />le I1 10.0 115.0 <br />.04718 <br />1171.11 <br />WITHIN 1]0.0 <br />7.04 <br />2.60 <br />62 <br />15 1 10.0 165.0 <br />.06019 <br />1201.3t <br />.000 0 <br />.19051 <br />it 16 7 <br />1...... OPTION 6 >>• COMPVTE MOTION IN NEW <br />SVBIAYEAS <br />00.0 155.0 <br />14 <br />.07!75 <br />1)10.19 <br />' <br />EARTHQUAKE - eerre117..ar <br />17 1 10.0 165.0 <br />-067.0 <br />1]4).60 <br />SOIL DEPOSIT - FOr.Pard 14O're/.90•.011. NC E>6.71Cer <br />/Z <br />le / <br />LATER DrP7" <br />MAX, ACC. <br />TIME <br />NEAP SO. rR. <br />10.4 175.0 <br />11 <br />.05031 <br />1741.1! <br />ACC. RATIO 7'11 SAVED <br />1f 1 14.0 103.0 <br />:6 <br />.0 1771 <br />1]17,60 <br />ft <br />Quiet ZONE ACC. R[COAD <br />G <br />SEC <br />C/SEC <br />70 1 10.0 <br />'1 THIN 170.0 <br />.2)617 <br />7.01 <br />7.11 <br />195.E <br />3 <br />11 t 10.0 205.0 <br />.06157 <br />I)15.72 <br />1444.09 <br />.000 0 <br />WITHIN 170.0 <br />.31)6! <br />7.07 <br />2.10 <br />2 <br />7I 1 10.0 x05.0 <br />.04977 <br />.0572. <br />1491.90 <br />.000 0 <br />WITHIN 160.0 <br />to0 <br />.IS167 <br />2.70 <br />1.59 <br />1 <br />WITHIN 150.0 <br />.13524 <br />7.70 <br />2.59 <br />.000 0 <br />ERIOD • %.1T ►ROM AVCRAGE SHEAR VELOCITY • <br />7S4. <br />HITHIN 160.0 <br />.1S13I <br />1.60 <br />2.40 <br />_ <br />000 0 <br />WITHIN 170.0 <br />.I$sSo <br />2.64 <br />2.61 <br />XIMUN AM AMPLITUDE <br />EIMUM UMPLIF ICATIot/ v 1.95 <br />.000 0 <br />R FREQUENCY a J.0) f/SEE. <br />WITHIN 100.0 <br />.ISGJD <br />3.66 <br />2.71 <br />put on • .ff SEC. <br />.000 0 <br />WITHIN If O.o <br />ASS1) <br />7.64 <br />2.71 <br />•... OPTION 6 ••• COMPUTE NOTION 10 NEWSVONYERS <br />000 0 <br />WITHIN ICO.O <br />15276 <br />7.64 <br />2.72 <br />lARTHWAKE a 1111:. r•r <br />010 0 <br />. WITHIN 210.. <br />2.61 <br />2.10 <br />)IL DEPOSIT - Ferv4rdr140'te /.e0.,oil. MCE•6.71COr.000 <br />0 <br />.15400 <br />LAYER DEPT. NAT. Aft. <br />TIME <br />MEAN SD. FR. <br />DUTCH. 210.0 <br />11000 <br />1.10 <br />7.76 <br />RATIO TN SAVED <br />000 0 <br />FT <br />SEC <br />f/SEC <br />ACC. RECORD <br />.0 .7997) <br />2,10 <br />2.15 <br />I...•.. OPTION ] ••• COMPUTE <br />STRESS/SIRAIM HISTORY <br />0 <br />COMPUTE STRESS OR STRAIN HISTORY <br />AT THE TOP Or <br />LAYER IS <br />1 30.0 69)6 <br />7.90 <br />SAP <br />SCALE FOR PLOTTING .0000 <br />__,_ 6 <br />1DCHTIFICA7ION - •t 140 I4et RG. <br />
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