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ARCHIVED REPORTS_2006_4
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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
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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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CAMOUAKE - <br />11 <br />-90.q.04r <br />45.0 <br />6.02 <br />0 <br />PERIOD a .f5 SLC. <br />SOIL PROFILE - <br />ro-d Sao •rt <br />f. 00'00l3.PKC.7.f <br />]SAI <br />7 <br />tl <br />ITERATION NUMBER D <br />6S.0 <br />6.00 <br />40.0 <br />IT G SEC <br />C/SEC <br />f <br />6.00 <br />11 <br />VALVES to TIME DOMAIN <br />IS.O <br />9 <br />11 <br />10.6 <br />05.0 <br />1.20 <br />0 <br />10 --t DEPTH UNIPM. .-_•_ <br />OMPINO ____> <br /><___. SHEAR NOOULUS <br />.....> <br />0/Oe <br />IRI STRAIN NEW <br />.... ....... ..... <br />USED <br />ERROR <br />NET: <br />US= <br />ERROR <br />RAT 10 <br />S,0 .00190 <br />105.0 <br />...... <br />...... <br />.0 <br />....... <br />976.5 <br />....... <br />)76.5 <br />...... <br />.0 <br />..... <br />.797 <br />11.0 .0110) <br />.06] <br />.067 <br />.0 <br />]65.3 <br />765.3 <br />.0 <br />.901 <br />_ 75.0 .01757 <br />.071 <br />.019.771 <br />11 <br />10.0 <br />115.0 <br />.S3 <br />100.0 <br />.0771) <br />.012 <br />am <br />.0 <br />Dlf .) <br />749.7 <br />.0 <br />.165 <br />S 12 /5.0 .01677 <br />.047 <br />.019 <br />.0 <br />944.7 <br />914.1 <br />.0 <br />.fbo <br />4 11 SS.0 .0374) <br />.091 <br />O9! <br />.0 <br />1015.4 <br />161 S.4 <br />.0 <br />.957 <br />7 11 65.0 .Oi l9i <br />.OAT <br />.Off <br />.0 <br />1751.4 <br />1756.9 <br />.0 <br />.]61 <br />0 11 71.0 .0]694 <br />.007 <br />.0 t7 <br />.O <br />1)44.1 <br />3741.1 <br />.0 <br />.761 <br />9 11 6S.e .01676 <br />.Of7 <br />.OM1 <br />.0 <br />1431.0 <br />113).0 <br />.144 <br />e <br />SO 11 95.0 .07910 <br />.061 <br />.067 <br />.0 <br />1501.6 <br />1506.6 <br />.0 <br />.761 <br />11 11 105.0 .07760 <br />.066 <br />.016 <br />.0 <br />16)5.7 <br />1695.7 <br />.0 <br />.967 <br />17 11 115.0 .07 Sft <br />.011 <br />.014 <br />.0 <br />1671.7 <br />319).7 <br />,0 <br />.767 <br />1] 11 375.0 .02471 <br />.091 <br />.023 <br />.0 <br />211).1 <br />7111.8 <br />.0 <br />665 <br />14 17 115.0 .01119 <br />.079 <br />.079 <br />.0 <br />7/44.1 <br />7404.1 <br />.0 <br />.911 <br />is 1 745.0 .07576 <br />.OfO <br />.OfO <br />.0 <br />Toes.] <br />2005.6 <br />.0 <br />.537 <br />16 1 I'S .07647 <br />.091 <br />.093 <br />.0 <br />7066.6 <br />1066.6 <br />.0 <br />.537 <br />17 1 16 S.0 ,e2f 1S <br />.OMS <br />.ODS <br />.0 <br />if7#.) <br />Ifl0.3 <br />.O <br />.s1s <br />19 1 175.0 .01703 <br />.067 <br />.007 <br />.0 <br />QS90,0 <br />21f 0.0 <br />.0 <br />.SSI <br />19 I 105.0 .02622 <br />.091 <br />.BD1 <br />.0 <br />2So, .4 <br />1506.5 <br />,0 <br />.S34 <br />10 1 195.0 .0107] <br />.of4 <br />.Ote <br />.0 <br />7447.) <br />7441.4 <br />.0 <br />.570 <br />31 1 its,0 .alias <br />.011 <br />.ot) <br />.0 <br />3201.7 <br />3101.7 <br />.0 <br />.SSS <br />72 I 715.0 .02667 <br />,019 <br />.069 <br />.0 <br />3067.0 <br />3047.8 <br />.0 <br />.545 <br />1 <br />EARTHQUAKE - <br />eup0 ap. •Ar <br />SOIL PROFILE140•1ef.00'.o11.MC[>7.91SA1 <br />ITERATION NUNRER 10 <br />VALUES IN TIME DOMAIN <br />NO TYPE DEPTH UNIFM. <br />._.__ <br />AM <br />OPINO <br />.__.> <br /><.___ SMEAR MODVLOS -----> <br />0/Oe <br />1171 STRAIN <br />NQ/ <br />USED <br />ERROR <br />NEW <br />USED <br />ERROR <br />RATIO <br />1 11 S.0 .00160 <br />.045 <br />.041736.5 <br />.0 <br />.9 f1 <br />7 11 IS.O .07109 <br />.061 <br />.06) <br />.0 <br />f6f .2 <br />965.7 <br />.0 <br />.]fl <br />3 11 75.0 .0451- <br />.074 <br />.014 <br />.0 <br />9SS.f <br />DSS.0 <br />.0 <br />.771 <br />4 11 75.0 .0141] <br />.0#2 <br />.061 <br />.0 <br />969.3 <br />]6, .1 <br />S 71 4S.0 .03037 <br />.ON <br />.009 <br />.0 <br />814.7 <br />144.7 <br />.0 <br />.710 <br />6 11 SS.O .01261 <br />.Off <br />.091 <br />.0 <br />:OIS.4 <br />1015.4 <br />.0 <br />.DST <br />7 11 6f.0 :Ca ti <br />.Of7 <br />.007 <br />.0 <br />IiiO.f <br />33S#.9 <br />.0 <br />,061 <br />0 it 75.0 .07699 <br />.017 <br />.Off <br />.0 <br />1)41.7 <br />1)14.1 <br />.0 <br />.961 <br />9 21 OS.0 .02076 <br />.007 <br />.067 <br />.0 <br />143).0 <br />14)).0 <br />.0 <br />.961 <br />10 11 IS.a .01910 <br />.007 <br />.007 <br />.0 <br />1104.6 <br />ISO/.6 <br />11 1t 10),0 .02160 <br />.066 <br />.066 <br />.6 <br />16:1.7 <br />16f S.7 <br />.0 <br />.fit <br />12 11 IIS.o .OIS94 <br />.00: <br />.004 <br />.0 <br />1096.7 <br />ltfs.7 <br />.0 <br />.96) <br />33 11 115.0 .07471 <br />.061 <br />.Ca <br />.0 <br />211).!7117.9 <br />.0 <br />.765 <br />14 11 It" .0;111 <br />.019 <br />.C79 <br />.6 <br />1404.1 <br />2444.1 <br />.0 <br />.761 <br />S <br />11 <br />10.6 <br />45.0 <br />6.02 <br />0 <br />PERIOD a .f5 SLC. <br />6 <br />6.02 <br />11 <br />10.0 <br />SS.O <br />7 <br />tl <br />10.1 <br />6S.0 <br />6.00 <br />40.0 <br />IT G SEC <br />C/SEC <br />f <br />6.00 <br />11 <br />10.0 <br />IS.O <br />9 <br />11 <br />10.6 <br />05.0 <br />1.20 <br />0 <br />10 <br />11 <br />10.0 <br />9S.0 <br />S.s2 <br />0 <br />17 <br />I.SI <br />11 <br />10.0 <br />105.0 <br />12 <br />31 <br />10.0 <br />IIS.O <br />I.S: <br />00.0 <br />.Of 377 <br />76.26 <br />17 <br />11 <br />30.0 <br />315.0 <br />WITHIN <br />70.0 <br />.]0077 <br />76.31 <br />14 <br />11 <br />10.0 <br />115.0 <br />.S3 <br />100.0 <br />.092:2 <br />26.37 <br />is <br />.sa <br />1 <br />lo.o <br />les.o <br />l6 <br />.f7 <br />7 <br />30.0 <br />SSS.O <br />17 <br />1 <br />10.0 <br />ISS.0 <br />l0 <br />6 ••• COMPUTE <br />MOTION IH NEW <br />SUNLAIGS <br />10 <br />.10 <br />I, <br />.Ot <br />10 <br />.oe <br />1 <br />I <br />7 <br />10.0 <br />70.0 <br />70.0 <br />I7S.0 <br />105.0 <br />If1.0 <br />21 <br />.06 <br />21 <br />.06 <br />PERIOD <br />i 10.0 DOS.O <br />1 10.0 215.0 <br />a 3.11 FROM AVERACC SHEJJI VELOCITY . <br />.043" <br />.04720 <br />.04192 <br />.04701 <br />.04096 <br />.04117 <br />.04000 <br />.01760 <br />.0340f <br />.0)071 <br />.07771 <br />.01637 <br />.04775 <br />.07456 <br />.07001 <br />.04701 <br />.01191 <br />.OJS7S <br />716. <br />423.66 <br />440.16 <br />S71.70 <br />S64.60 <br />$07.00 <br />6)6.55 <br />670.)) <br />713.!1 <br />741.71 <br />I62.fS <br />»6.51 <br />7)2.94 <br />966.17 <br />#is.12 <br />PSI .44 <br />1007.13 <br />1 S3.73 <br />100f.So <br />rREOUINCY AMPLITUDE <br />70.0 <br />ASIMUM AMPLIFICATION 6.11 <br />26.00 <br />DR FRECUDOCY a 1.04 C/SK. <br />0 <br />PERIOD a .f5 SLC. <br />..... OPTION 6 ••• COMPUTE NOTION IN NEW SVBtAyms <br />20.0 <br />EARTMDIMRE - .u00ep.Aat <br />26.00 <br />107E DEPOSIT - Fer-rd 11E•ref.a0'e ell. MC [•7.)7563 <br />0 <br />LATER OEPTN HAD. ACC. TIME <br />MEM $Q. PR. <br />.. RATIO TH SAVED <br />40.0 <br />IT G SEC <br />C/SEC <br />ACC RECORD <br />0 <br />K .0 .14513 36.70 <br />1.00 <br />O <br />50.0 <br />-W 10.6 .13f IS 26.20 <br />7.:9 <br />.717 <br />0 <br />IS 1 145.0 .9IS76 .090 .050 .0 209S.0 2095.9 .0 .Sit <br />16 I ISS.* .02647 .092 .091 ,0 2066.6 2066.6 .0 .517 <br />11 1 165.0 .02,113 .OMS .0}S ,0 1)10.2 lff#.1 .0 .Sls <br />It 1 175.0 .oafs .047 ,0(7 .O Is49.! 2ff0.0 .0 .151 <br />1f I its.0 .0262) ..001 .Off .0 IT0..1 ]506.4 .0 .S34 <br />201 Sf S,O .O Y431 .694 .094 .0 2412)101..1 7112.2 .0 .S20 <br />21 1 203.0 .01110 .017 .017 .0 1 )101.7 .0 .SSS <br />22 1 215 <br />50 .02167 ,OtJ.stl <br />1 <br />EANTIMARE - -98.q-- <br />SOIL PROFILE - r -rd 140•ref.#O'eet1.HCE.l.91SA1 <br />ITERATION NUMSEA 11 <br />VALUES IN TIME DOMAIN <br />NO TYPE DEPTH VNIFRM. •--•- DA MPS NG ---•> .--•- SHEAP MODOLUS ...... 0/Ot <br />]FTI STRAIN Nfli USED ERROR NEW USED rAROA RATIO <br />... .... .... ....... ..... ...... ...... ....... ....... ...... ..... <br />1 11 1 <br />.0 .00)00 .04) .043 .0 )76.5 f76.S <br />I I1 15.0 .031 Of .062 .Ot] .0 711.1 fsS.J <br />3 23 IS.0 .01752 .074 .071 .0 ISS .4 fss.9 <br />4 11 IS.0 .02417 .012 '.Oq .0 149.1 141.3 .0 Its <br />S 11 4S .0 .07022 -oef .090 .0 )44.7 ft4,1 .0 .160 <br />4 12 55.0 .03263 .Off .Off .0 IO1S.4 1015.1 .0 .f S7 <br />7 SI 4S.0 .01193 .007 .067 .0 12S0.1 12S0.f .0 .761 <br />9 21 IS .o _OI H! .017 .of7 .O 1)44.7 444.1 .0 .tfi <br />I .. .5 .0 .02926 .oeT .Oe7 .0 344.0 103.0 .0 .761 <br />10 11 IS <br />.O .02110 .Oe7 .0/T .0 ISOt.I 7501.6 .0 .761 <br />11 11 JOS,: .02760 .017 .016 .0 169s,7 1695.7 .0 .fat <br />11 Ii 175.0 .OIS)4 .Ott .094 ,0 1090.7 1111.1 .0 .167 <br />13 11 125.0 .07477 .003 .007 .0 2.13.f )1 a.f ,0 .745 <br />14 I1 175.0 .0711, .079 .071 .0 2411.1 2404.1 .0 .747 <br />14 1 145.0 .02s7s .080 .OfO .0 2CIS <br />., 201S.f .0 577 <br />19 1 155.0 .02647 .Off .Off .0 2066.4 2066.1 .0 .SER <br />17 1 145.0 .02915 .OMS .095 .0 Iff6.1 Iffe.1 .0 .SIS <br />7t 7 175.0 .OD1S .ort .oeT ,O 2519., I504.f .0 ASI <br />1f l aS.o .01123 .eft .oft .O ISoe.1 ASe9.1 .0 .SN <br />JO 1 1f 5.0 .02413 .071 .014 .0 10411 21 U.3 .0 •520 <br />21 <br />l 705.0 .OI NI .Oe7 .eel .0 Il OI.T 7101.7 .0 .SSS <br />22 3 213.0 .02467 .011 .Ott .0 3047,6 3047.9 .0 .1S <br />VALUES IN TIRE DOMAIN <br />LATER TYPE THICKNESS DEPTH MAX STRAIN MAX STRESS <br />TIME <br />FT FT PRCIIT PSP <br />SM <br />1 11 10.0 S.0 .00SSO 51.71 <br />24.20 <br />I 11 10.0 1S.0 .01607 7SS.11 <br />24.20 <br />3 /1 10.0 2S.0 .02511 142.60 <br />26.00 <br />4 11 10.0 15.0 .03417 131.91 <br />76.02 <br />WITHIN <br />70.0 <br />-11531 <br />26.00 <br />.171 <br />0 <br />WITHIN <br />20.0 <br />.IIS61 <br />26.00 <br />.701 <br />0 <br />WITHIN <br />40.0 <br />.10765 <br />26.00 <br />.121 <br />0 <br />WITHIN <br />50.0 <br />.10097 <br />31.52 <br />.717 <br />0 <br />WITHIN <br />60.0 <br />.01697 <br />31,S2 <br />.176 <br />0 <br />WITHIN <br />70.0 <br />.Of 610 <br />1f .77 <br />.174 <br />0 <br />WITHIN <br />00.0 <br />.Of 377 <br />76.26 <br />.116 <br />0 <br />WITHIN <br />70.0 <br />.]0077 <br />76.31 <br />.111 <br />0 <br />WITHIN <br />100.0 <br />.092:2 <br />26.37 <br />.176 <br />0 <br />WITHIN <br />110.0 <br />.OISt1 <br />21.14 <br />.161 <br />0 <br />1 ...... OPTION <br />6 ••• COMPUTE <br />MOTION IH NEW <br />SUNLAIGS <br />EARTMmKr - <br />w6Qteq...r <br />SOIL DEPOSIT - <br />rer a I4o•,.t.00•.ei1.NCC.7.,ISA3 <br />LATER <br />DEPTH <br />HAS. ACC. <br />TINE <br />AK. RATIO <br />TH SAVED <br />IT <br />O <br />SEC <br />QUIET IONS <br />ACC. RECORD <br />WITHIN <br />170.0 <br />.10047 <br />)1.14 <br />.144 <br />e <br />WITHIN <br />1311.0 <br />.10)01 <br />27.14 <br />.iii <br />e <br />WITHIN <br />140.0 <br />.10235 <br />I1.Ia <br />.129 <br />0 <br />WITHIN <br />ISO.0 <br />.09!37 <br />71.12 <br />116 <br />0 <br />WITHIN <br />160.0 <br />.01211 <br />11.10 <br />716 <br />0 <br />WITHIN <br />170.0 <br />.0#313 <br />21.10 <br />.130 <br />0 <br />WITHIN <br />40.0 <br />_0770) <br />75.)3 <br />.172 <br />0 <br />WITHIN <br />110.0 <br />.07719 <br />25.)4 - <br />.12f0 <br />WITHIN <br />200.0 <br />.09255 <br />SS.94 <br />Ile <br />0 <br />WITHIN <br />210.0 <br />.07662 <br />2S.f7 <br />.1760 <br />O'n'. <br />220.0 <br />.10000 <br />IS.fl <br />.213 <br />0 <br />2-••••• OPTION <br />7 ••. COMPUrE STRESS/STRAIN HISTORY <br />COSPVTE STRESS OR STRAIN HISTORY <br />AT THE TOP OF <br />LAYER IS <br />SCALE FOR PLCrrrINC .0000 <br />IDENTIFICATION - <br />At 140 feet BCS <br />MEAN S0. to. <br />C/SCC <br />2.41 <br />i.0 <br />2.52 <br />2.S6 <br />2.61 <br />2.76 <br />2.62 <br />7.71 <br />2.79 <br />3.17 <br />E <br />11 <br />C7 <br />
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