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1901 & 1919 N Fairview St - Soils Report
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1901 & 1919 N Fairview St - Soils Report
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Last modified
1/6/2026 1:06:10 PM
Creation date
6/23/2022 1:30:55 PM
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Soils Report
Full Address
1901 N Fairview St
1919 N Fairview St
Street Number
1901
1919
Street Direction
N
N
Street Name
Fairview
Fairview
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St
St
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-_ss• vs-110 - seismic Hazard Analysis 1 Deterministic <br />Source: Ileito <br />n: USGS 2001 Callfornia <br />iest Distance: 149.74 ki <br />litude Units: Acceleration (g) <br />IMagnitude: 7.10 - <br />Fractile: O.50 <br />Colu'. 1: Spectral •eriod <br />Colum 2: Acceleration (g) for: weighted Mean of Attef-tion Equations <br />Colu- 3: Acceleration (O) for: loore-Atkinson (200*) MIA usss 2001 <br />Colum 4: Acceleration (g) for: carbell-/ozorgnia (2001) NGA usls 2001 <br />Colu- 5: Acceleration (g) for: Chiou-voung, (2007) Noi uses 200; <br />1 2 3 4 5 <br />KGA 3.760€-002 4.4212-002 3.110€-002 3.043e-002 <br />0.0,3.9691-002 4.52•e-002 4.1;Ze-002 3.23[e-002 <br />0.1 5.120.-002 5.•SSe-002 3.2362.002 .65'e-002 <br />0.2 1 139'-002 1.67e.002 10§7.-002 7 6768-002 <br />0.3 9.543/-002 1.137e-001 9.75$'-002 1.706e-002 <br />0.4 9...-002 1.1812-001 9.270e-002 1.705.-002 <br />0.5 5..0.-002 1.2•Ze-001 5.1•le.002 8.262,-002 <br />0.6 9.352/-002 1.154/-001 1 5141-002 7 723/-002 <br />0.7 1.52:e-002 1.155/-001 1 0112-002 7 217e-002 <br />0.1 1 3450-002 1.013e.001 7.454/-002 6.7551-002 <br />0.9 7.6:Ge-002 9.817e+002 6.*We-002 6.3182-002 <br />1 7.125/-002 9.1152-002 6.35;e-002 5.906/-002 <br />2 3.52Oe-002 4.2121-002 3.4132-002 2.936.-002 <br />3 2.139e-002 2.46]e-002 2.17$¢-002 1.77*e-002 <br />4 1.4gle-002 1.67;e-002 1.597e-002 1.20le-002 <br />source: Puente Hilli <br />Region: USGS ZOOS Califorrna <br />Closest Distance: 19.11 k- <br />Page •1 <br />--.Begio <br />-_SS• vs-110 - seismic Hazard Analyill 1 Deter·,vinistic <br />41 itude Units: Acceleration (g) <br />Magnltude: 7.10 - <br />Fractile 0.$0 <br />Colu- 1: spectral Period <br />Colum 2: Acceleration (g) for: weighted Mean of Attenuation Equations <br />Colu- 3: Acceleration (g) for. loore-Atkinson (2001) NG* IMS 2001 <br />Colu- 4: Acceleration (g) for: Cambell-lozorgrna (2001) Nli USGS 2001 <br />Coli- 5 Acceleration (g) for: allow-¥*ng; (2007) )41/ USGS 2001 <br />1 2 3 4 5 <br />KA 2.273e-001 2.064e-001 2.157e-001 2.595e-Col <br />0.05 2.$2Oe-001 2.223e-001 2.357¢-001 2.575.-001 <br />0.1 3.443e-001 3.0662-001 3.27*e-001 3 917/-001 <br />0.2 4.66*e-001 4 57 le-001 4.3$12-001 5.06:e.001 <br />0.3 4.905.-001 4.519e-001 4.6318-001 5.16§2-001 <br />04 •.7Zle-001 4.6672-001 4 $350-001 4.95&-001 <br />0.5 4 5452-001 4.43*e-001 4.542,-001 ,65•e-001 <br />0.6 4.222/-001 4.0541-001 4.266+001 4 347e-001 <br />0.7 3.9;Ge-001 3 Me-001 4.045.-001 4.06le-001 <br />0.8 3.Vie-001 3.412,-001 3.803/-001 3.Ille-001 <br />0.9 3.39Ze-001 3.048.-001 3. me-001 3.577e-001 <br />1 3 1$0,-001 2.7;Ge.001 3.341/-001 3.3$2e-001 <br />2 1.§18/-001 1.2467.001 1.8312.001 1 67e-001 <br />3 9.40Oe-002 7 533/-002 1.me-001 5 687.-002 <br />4 6.51*e-002 5.21le-002 1.035.-002 6.307e-002 <br />Source: Puente Hilli (Coyote H1110 <br />Region USGS 200* California <br />Closest Di,tance: 12.64 km <br />A,elitude Units: Acceleration (g) <br />Magnitude. 6.90 - <br />Fractlle: 0.50 <br />Colu- 1: Spectral Period <br />page 42 <br />-_59 v:-110 - Sel.lc Hazard Analysis 1 Deter,inlitic <br />Colu- 2: Acceleration (g) for: weighted lean of Attemation Equations <br />Colu- 3: acceleration (g) for: loore-Atkinson (2008) NG• uill 2001 <br />Colu/11 4. Acceleration (g) for: Ca,©bell-lozorgnia (2001) NG• USGS 3001 <br />Colu- 5 Acceleration (g) for: Chiou-Youngs (2007) NG, Usls ZOOS <br />1 <br />PGA <br />0.05 <br />-_Ss,A v,-110 - Sel,Iic Mazard Analy,13 1 Deterministic <br />2 3 4 5 <br />1 6562-001 1.Ele-001 1.56*e-001 1 5911-001 <br />1 8401-001 1.152-001 1.7432-001 1 863,-001 <br />1 2 3 <br />0 2.5452.001 2.1712-001 <br />0.05 2 lEe.001 2 355e-001 <br />0.1 3.134'-Col 3.355/-001 <br />02 5.232,-001 5.292/-001 <br />0.3 5.492/-001 5.632/-001 <br />04 5.347/-001 5.319.-001 <br />0.5 5.1•le-001 5.090e-001 <br />0.6 4.770/-001 4.5/0 -001 <br />0.7 4.45*-001 •.210e-001 <br />0.1 4.lue-001 3.lose-001 <br />0.'3 127/-001 3.3960-001 <br />1 3.5562-001 3.061.-001 <br />2 1 806/-001 1.34•e-001 <br />3 1.05*e-001 7.61/-002 <br />4 7.310/-002 5.Zile-002 <br />Sour€e: luente Hills (LA) <br />Region: IMS ZOOS california <br />Closest Distance: 31.05 6 <br />Allitude units: Acceleration (0) <br />Magnitude: 7.00 - <br />Fractile. 0.50 <br />Colu- 1. Spectral Period <br />u- 2: Acceleration (g) for welghtelum 3: Acceleratlon (g) for: Boore-' <br />Coluin 4: Acceleration (g) for: Cambel <br />Colu- 5: Acceleration (g) for: Chiou-¥ <br />4 5 <br />2,591/.001 2.15le-001 <br />2.110/-001 3.270,+001 <br />3 136/-001 ,31Ze-001 <br />4."22.001 5 442e-001 <br />5.254-001 5.$91€-001 <br />5.2321-001 5.42Oe-001 <br />5.216e-001 5.l•Oe -001 <br />4.172e-001 4.25/-001 <br />4.59#-001 4.56*-001 <br />4.3110-001 4.3158-001 <br />4.019*-001 4.065€-001 <br />3.77•e-001 3.12:e-001 <br />2 091,-Col 1 9...001 <br />1.243e-001 1.163/-001 <br />9.02 Se-002 7.61Ge-002 <br />d *an of Attem/non Equations <br />tkinion (2001) NG• USGS ZOOS <br />1-'ozorgria (2001) N[A usGS 200' <br />oungs :i:51, NGA USGS 2001 <br />0.1 2.Wle-001 2.564(-001 <br />0.2 3.553e-001 3 Ale-001 <br />0.3 3.730,-001 4.10#-001 <br />04 3.5272-001 3.1912-001 <br />05 3.34Se-001 3.701.-001 <br />06 3 057,-001 3.363/-001 <br />0.7 2.826,-001 3.OVe-001 <br />0.1 2 //-001 2 100,-001 <br />0.9 2.36le-001 2 493/-001 <br />1 2.167/-001 2 24§e-001 <br />2 1.01.-001 5.7&-002 <br />3 5.91•e-002 $.$95.-002 <br />4 4.1122-002 3.Hle-002 <br />Source: Puente Hills (Santa Fe springs) <br />Region ISIS ZOOI Callfornla <br />Closest Distance: 21.17 ka <br />Aiplitude Units: Acceleration (g) <br />Magnitude 6.70 - <br />Fractile: O.50 <br />Colu- 1: Spectral Period <br />Colu- 2: Acceleration (g) for: weighted i <br />Colu- 3: Accileration (g) for: loore-Ark <br />Colum 4. Acceleration (g) for. ambell-I <br />Colu- 5: Acceleration (g) for: chiou-Youi <br />1 2 3 <br />0 1.870,-001 1.We-001 <br />0.05 2.018.-001 2.012e-001 <br />2.452e-001 2.667.-001 <br />3.366/-001 3.4952.001 <br />3.602e-001 3.4112.001 <br />3.451/-001 3.2401-001 <br />3.37$e-001 2.9$3e-001 <br />3.116€-001 2.Hle-001 <br />2.91]e-001 2.•Ue-001 <br />2.70Oe-001 2 271/-001 <br />2.4/4/-001 2.10$e-001 <br />2.3052.001 1.-Se.001 <br />1.151/-001 S.241.-002 <br />6.762e-002 5.382,-002 <br />4 946.-002 3.5•3e-002 <br />kan of Attenuation Equations <br />Inson (2001) NGA usGS 2001 <br />lozorgili (2001) NGA USGS 2001 <br />igs (2007) NG• USGS 2001 <br />4 5 <br />1.164,-001 1.863,-001 <br />2.074e-001 2.17Se-001 <br />Page 44 <br />SL Rvcd 2019.01.21 <br />1
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