981
Appendix D. Coso Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group source UTM E UTM N NAD Zone age1 age2 muname 984-29.0010 INYO INY-1829A UNIT 67 DBTG 18.20 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-29.0010 INYO INY-1829A UNIT 67 DBTG 18.30 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)98-1559.0001 INYO INY-1829 TU 1 SURF DBTG 18.40 999.00 COSO-SLM XRF 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)251-001- Kern KER-5373/H SS 41 60-80 Debitage 18.52 Coso 273403 3912865 83 Older Pleist. Older Pleist Elkhills sandy loam, 9 to 50 percent slopes, eroded 251-001- Kern KER-5373/H SS 41 60-80 Debitage 18.52 Coso 273403 3912865 83 Older Pleist. Older Pleist Elkhills sandy loam, 9 to 50 percent slopes, eroded987-108.0004 INYO INY-1965 TU 0-10 DBTG 18.70 999.00 COSO VIS 430442 3986710 83 pre-Quat pre-Quat ROCK OUTCROP-LITHIC TORRIORTHENTS-CALVISTA (CA913) 231-003- Kern KER-5373/H SS 27 80-100 Debitage 18.76 Coso 273403 3912865 83 Older Pleist. Older Pleist Elkhills sandy loam, 9 to 50 percent slopes, eroded 231-003- Kern KER-5373/H SS 27 80-100 Debitage 18.76 Coso 273403 3912865 83 Older Pleist. Older Pleist Elkhills sandy loam, 9 to 50 percent slopes, eroded984-150.0022 INYO INY-1829 UNIT 180 DBTG 18.80 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739) 987-105.0277 INYO INY-1906 N32.5/W15.9 0-10 DBTG 18.80 999.00 COSO VIS 429107 3985888 83 pre-Quat pre-Quat ROCK OUTCROP-LITHIC TORRIORTHENTS-CALVISTA (CA913)98-2251.0006 INYO INY-1923 TU 4 0-10 DBTG 18.90 999.00 COSO VIS 426386 3986700 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)98-1566.0001 INYO INY-1829 TU 1 30-40 DBTG 18.90 999.00 COSO-SLM XRF 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)987-85.0008 INYO INY-1969 L. 4 SURF PRJPT 18.90 999.00 COSO-SLM XRF 431041 3986524 83 pre-Quat pre-Quat ROCK OUTCROP-LITHIC TORRIORTHENTS-CALVISTA (CA913)987-157.0013 INYO INY-1928 L. 3, D.3 SURF PRJPT 19.00 999.00 COSO-WCP XRF 431849 3986397 83 pre-Quat pre-Quat ROCK OUTCROP-UPSPRING-SPARKHULE (CA909)984-43.0024 INYO INY-1829A UNIT 368 DBTG 19.10 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)98-1756.0005 INYO INY-1829 TU 1 140-150 DBTG 19.20 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)987-26.0102 INYO INY-1824 L.4 SURF DBTG 19.50 999.00 COSO VIS 428188 3985183 83 pre-Quat pre-Quat ROCK OUTCROP-LITHIC TORRIORTHENTS-CALVISTA (CA913)984-21.0009 INYO INY-1829A UNIT 164 DBTG 19.50 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)98-1756.0002 INYO INY-1829 TU 1 140-150 DBTG 19.50 999.00 COSO-SLM XRF 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)98-1756.0007 INYO INY-1829 TU 1 140-150 DBTG 19.70 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)98-2350.0001 INYO INY-1923 TU 4 20-30 DBTG 19.70 999.00 COSO-SLM XRF 426386 3986700 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)98-2253.0007 INYO INY-1923 TU 4 10-20 DBTG 19.80 999.00 COSO-WSL XRF 426386 3986700 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)98-1756.0003 INYO INY-1829 TU 1 140-150 DBTG 20.00 999.00 COSO-WSL XRF 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-42.0010 INYO INY-1829A UNIT 393 DBTG 20.60 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)10550A TULARE TUL-0072 70-80 DBTG 21.10 0.00 COSO XRF 339125 4042235 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316)984-159.0010 INYO INY-1829 UNIT 264 DBTG 21.30 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-40.0008 INYO INY-1829A UNIT 236 DBTG 21.60 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-239.0024 INYO INY-1829C BIF 21.70 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)98-2342.0022 INYO INY-1923 TU 2 70-80 DBTG 22.00 999.00 COSO VIS 426386 3986700 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)98-2342.0002 INYO INY-1923 TU 2 70-80 DBTG 22.30 999.00 COSO VIS 426386 3986700 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-33.0034 INYO INY-1829A UNIT 114 BIF 22.40 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-224.0022 INYO INY-1829C UNIT 97 DBTG 23.00 25.60 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)98-2395.0012 INYO INY-1923 TU 4 140-150 DBTG 23.60 999.00 COSO-SLM XRF 426386 3986700 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-156.0010 INYO INY-1829 UNIT 224 DBTG 23.90 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)98-1314.0246 INYO INY-1923 TU 1 30-40 DBTG 26.40 999.00 COSO VIS 426386 3986700 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)98-2262.0002 INYO INY-1923 TU 2 10-20 DBTG 26.60 999.00 COSO VIS 426386 3986700 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)98-1756.0039 INYO INY-1829 CU 18 SURF DBTG 26.90 999.00 COSO-WSL XRF 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)98-1568.0006 INYO INY-1829 TU 1 30-40 DBTG 28.70 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-225.0020 INYO INY-1829C UNIT 124 DBTG 29.00 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)987-31.0109 INYO INY-1816 S122/E48 TRAN. E FLKTL 30.00 999.00 COSO VIS 427494 3984964 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-226.0010 INYO INY-1829C UNIT 81 DBTG 30.60 53.50 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-23.0024 INYO INY-1829A UNIT 114 CORE 31.10 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)987-31.0007 INYO INY-1816 SURF DBTG 32.50 999.00 COSO VIS 427494 3984964 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)98-1314.0245 INYO INY-1923 TU 1 30-40 DBTG 32.60 999.00 COSO-WSL XRF 426386 3986700 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-224.0022 INYO INY-1829C UNIT 97 DBTG 35.20 43.20 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-156.0020 INYO INY-1829 UNIT 224 DBTG 36.50 41.60 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-29.0010 INYO INY-1829A UNIT 431 DBTG 36.50 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-152.0006 INYO INY-1829 UNIT 131 DBTG 37.10 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-215.0020 INYO INY-1829C UNIT 127 DBTG 37.10 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-215.0020 INYO INY-1829C UNIT 127 DBTG 37.30 45.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)
982
Appendix D. Coso Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group source UTM E UTM N NAD Zone age1 age2 muname 984-224.0022 INYO INY-1829C UNIT 97 DBTG 37.60 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)987-31.0210 INYO INY-1816 N31/W26.5 0-10 DBTG 40.00 0.00 COSO VIS 427494 3984964 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)987-31.0210 INYO INY-1816 N31/W26.5 0-10 DBTG 40.00 0.00 COSO VIS 427494 3984964 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-29.0010 INYO INY-1829A UNIT 67 DBTG 40.40 48.40 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-227.0010 INYO INY-1829C UNIT 304 DBTG 41.70 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-32.0026 INYO INY-1829A UNIT 91 CORE 43.50 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-224.0022 INYO INY-1829C UNIT 97 DBTG 46.90 55.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-26.0026 INYO INY-1829A UNIT 167 CORE 47.00 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)987-31.0210 INYO INY-1816 N31/W26.5 0-10 DBTG 48.00 0.00 COSO VIS 427494 3984964 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-227.0010 INYO INY-1829C UNIT 304 DBTG 48.30 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)987-31.0210 INYO INY-1816 N31/W26.5 0-10 DBTG 50.00 0.00 COSO VIS 427494 3984964 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-40.0008 INYO INY-1829A UNIT 236 DBTG 50.50 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)984-29.0010 INYO INY-1829A UNIT 67 DBTG 64.50 999.00 COSO VIS 428182 3989303 83 pre-Quat pre-Quat UPSPRING-BLACKTOP-ROCK OUTCROP (CA739)
983
984
Appendix D. Fish Springs Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group source UTM E UTM N NAD Zone age1 age2 muname250-10-158 INYO INY-5757 S6.5/W13 10-20 DBTG 0.90 0.00 FS VIS 393561 4072605 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes 250-1-93a INYO INY-5757 S15/W15 C DBTG 0.90 0.00 FS VIS 393561 4072605 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes252-10-285b INYO INY-5759 N3/E16 0-10 DBTG 0.90 0.00 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopes 252-10-285e INYO INY-5759 N3/E16 0-10 DBTG 0.90 0.00 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopes255-10-859d INYO INY-5763 N29/E71 10-20 DBTG 0.90 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes 95 INYO INY-4663 SSC; N9/W36 0-10 DBTG 1.00 0.00 FS VIS 398880 4063260 11 Holocene Early-Holo Winnedumah fine sandy loam, 0 to 2 percent slopes250-10-133e INYO INY-5757 S10/W15 0-10 DBTG 1.00 0.00 FS VIS 393561 4072605 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes250-10-133d INYO INY-5757 S10/W15 0-10 DBTG 1.00 0.00 FS VIS 393561 4072605 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes251-1-6 INYO INY-5758 S7.1/E8 SURF DBTG 1.00 0.00 FS VIS 394598 4070763 83 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes252-10-285a INYO INY-5759 N3/E16 0-10 DBTG 1.00 0.00 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopes 252-10-285c INYO INY-5759 N3/E16 0-10 DBTG 1.00 0.00 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopes259-10-30b INYO INY-5760 S26/W10 40-60 DBTG 1.00 0.00 FS VIS 393102 4073283 83 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes 5011 TULARE TUL-1198 DBTG 1.00 0.00 FS XRF 337850 4056250 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) EU5 TULARE TUL-1227 0-10 DBTG 1.00 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)EU5 TULARE TUL-1227 0-10 DBTG 1.00 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)5077 TULARE TUL-1235 DBTG 1.00 0.00 FS XRF 344100 4057080 11 pre-Quat pre-Quat TOEM-CAGWIN-ROCK OUTCROP (CA715) 5078 TULARE TUL-1235 DBTG 1.00 0.00 FS XRF 344100 4057080 11 pre-Quat pre-Quat TOEM-CAGWIN-ROCK OUTCROP (CA715) 5221 TULARE TUL-1258 PRJPT 1.00 0.00 FS XRF 349850 4063950 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727) 46 INYO INY-4663 SCU; N10/W25 DBTG 1.10 0.00 FS XRF 398880 4063260 11 Holocene Early-Holo Winnedumah fine sandy loam, 0 to 2 percent slopes 249-10-133b INYO INY-5397 N5/W2.5 0-10 DBTG 1.10 0.00 FS VIS 393311 4073226 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes 250-10-133f INYO INY-5757 S10/W15 0-10 DBTG 1.10 0.00 FS VIS 393561 4072605 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes 250-10-133b INYO INY-5757 S15/W15 0-10 DBTG 1.10 0.00 FS VIS 393561 4072605 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes252-10-285d INYO INY-5759 N3/E16 0-10 DBTG 1.10 4.20 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopes253-10-624b INYO INY-5761 S8/W2 70-80 DBTG 1.10 0.00 FS VIS 392742 4074038 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes254-1-8 INYO INY-5762 N6.6/W42 SURF DBTG 1.10 0.00 FS VIS 391693 4075686 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes255-10-900a INYO INY-5763 N53.5/E15 60-70 DBTG 1.10 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes255-10-724c INYO INY-5763 S80/W30 0-10 DBTG 1.10 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes256-10-387a INYO INY-5764 S2/W2 0-10 DBTG 1.10 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes 256-10-422c INYO INY-5764 FEATURE 8 0-10 DBTG 1.10 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes 5013 TULARE TUL-1198 DBTG 1.10 0.00 FS XRF 337850 4056250 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) 5014 TULARE TUL-1198 DBTG 1.10 0.00 FS XRF 337850 4056250 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) EU1 TULARE TUL-1227 20-30 DBTG 1.10 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)5079 TULARE TUL-1235 DBTG 1.10 0.00 FS XRF 344100 4057080 11 pre-Quat pre-Quat TOEM-CAGWIN-ROCK OUTCROP (CA715) 5206 TULARE TUL-1258 PRJPT 1.10 0.00 FS XRF 349850 4063950 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727) 5210 TULARE TUL-1258 PRJPT 1.10 0.00 FS XRF 349850 4063950 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727)0-375AA INYO PINYON HOUSE STRUCTURE 10 DBTG 1.10 0.00 FS XRF pre-Quat pre-Quat Sanpete-Theriot families complex, 5 to 60 percent slopes. 249-10-133ac INYO INY-5397 N5/W2.5 0-10 DBTG 1.20 0.00 FS VIS 393311 4073226 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes 250-1-85 INYO INY-5757 S15/W15 E DBTG 1.20 0.00 FS VIS 393561 4072605 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes 253-10-438c INYO INY-5761 S7.5/W2 85-90 DBTG 1.20 0.00 FS VIS 392742 4074038 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes5012 TULARE TUL-1198 DBTG 1.20 0.00 FS XRF 337850 4056250 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) EU4 TULARE TUL-1227 10-20 DBTG 1.20 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) EU5 TULARE TUL-1227 40-50 FLKTL 1.20 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)EU1 TULARE TUL-1227 30-40 DBTG 1.20 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) EU2 TULARE TUL-1227 10-20 DBTG 1.20 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) EU3 TULARE TUL-1227 40-50 DBTG 1.20 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) 5215 TULARE TUL-1258 PRJPT 1.20 0.00 FS XRF 349850 4063950 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727) 5216 TULARE TUL-1258 PRJPT 1.20 0.00 FS XRF 349850 4063950 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727)1353-24-2330 TULARE TUL-0024 0-12" PRJPT 1.20 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 1353-24-602 TULARE TUL-0024 22" DRILL 1.20 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)1353-24-1400 TULARE TUL-0024 12" PRJPT 1.20 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)0-874CA INYO INY-1756 STRUCTURE 6 DBTG 1.20 0.00 FS XRF pre-Quat pre-Quat Badland0-874CA INYO INY-1756 STRUCTURE 6 DBTG 1.20 0.00 FS XRF pre-Quat pre-Quat Badland0-1724C INYO PINYON HOUSE STRUCTURE 1 DBTG 1.20 0.00 FS XRF pre-Quat pre-Quat Sanpete-Theriot families complex, 5 to 60 percent slopes. 0-1730C INYO PINYON HOUSE STRUCTURE 1 DBTG 1.20 0.00 FS XRF pre-Quat pre-Quat Sanpete-Theriot families complex, 5 to 60 percent slopes. 0-326A INYO PINYON HOUSE STRUCTURE 4 DBTG 1.20 0.00 FS XRF pre-Quat pre-Quat Sanpete-Theriot families complex, 5 to 60 percent slopes. 88-4-10 FRESNO 88A-4 DBTG 1.30 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 256-10-387d INYO INY-5764 S2/W2 0-10 DBTG 1.30 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes256-10-442b INYO INY-5764 S18/W97.5 10-20 DBTG 1.30 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes EU2 TULARE TUL-1227 10-20 DBTG 1.30 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)5222 TULARE TUL-1258 BIF 1.30 0.00 FS XRF 349850 4063950 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727) 7249C TULARE TUL-0024 180-190 DBTG 1.30 3.40 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)1517-24-2333 TULARE TUL-0024 12" PRJPT 1.30 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 1353-24-852 TULARE TUL-0024 6-12" PRJPT 1.30 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)
985
Appendix D. Fish Springs Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group source UTM E UTM N NAD Zone age1 age2 muname 7576B TULARE TUL-0028 10-20 DBTG 1.30 0.00 FS VIS 338780 4042480 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316) 0-112AA INYO PINYON HOUSE STRUCTURE 14 DBTG 1.30 0.00 FS XRF pre-Quat pre-Quat Sanpete-Theriot families complex, 5 to 60 percent slopes. 5386 FRESNO FRE-2174 PRJPT 1.40 0.00 FS XRF 362450 4107250 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 252-10-297e INYO INY-5759 S10.5/E36 0-10 DBTG 1.40 0.00 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopes 254-1-31a INYO INY-5762 N21.2/W0 SURF DBTG 1.40 6.00 FS VIS 391693 4075686 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes 256-10-431a INYO INY-5764 FEATURE 8 10-20 DBTG 1.40 2.50 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes 5225 TULARE TUL-1258 FLKTL 1.40 0.00 FS XRF 349850 4063950 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727)0-554CC INYO INY-1700 UNIT B 10-20 DBTG 1.40 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-554CC INYO INY-1700 UNIT B 10-20 DBTG 1.40 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-1145CA INYO INY-1756 STRUCTURE 8 DBTG 1.40 0.00 FS XRF pre-Quat pre-Quat Badland 0-1145CA INYO INY-1756 STRUCTURE 8 DBTG 1.40 0.00 FS XRF pre-Quat pre-Quat Badland0-112AB INYO PINYON HOUSE STRUCTURE 14 DBTG 1.40 0.00 FS XRF pre-Quat pre-Quat Sanpete-Theriot families complex, 5 to 60 percent slopes. 81-240-10-860 INYO INY-5281 N58/W58.5 0-10 PRJPT 1.47 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 5329-07 FRESNO 87A-31 DBTG 1.50 0.00 FS XRF 374870 4070410 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5374 FRESNO FRE-2170 PRJPT 1.50 0.00 FS XRF 362240 4107400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5387 FRESNO FRE-2175 PRJPT 1.50 0.00 FS XRF 362640 4106980 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 227-1-256e INYO INY-5273/H Locus DBTG 1.50 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 227-1-194e INYO INY-5285/H DBTG 1.50 0.00 FS VIS 390350 4094170 11 Older Pleist. Older Pleist Taboose-Lava flows complex, 5 to 30 percent slopes 7236A TULARE TUL-0024 50-60 DBTG 1.50 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 0-2279CB INYO INY-1700 STRUCTURE 7 DBTG 1.50 1.20 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-2279CB INYO INY-1700 STRUCTURE 7 DBTG 1.50 1.20 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-318AB INYO PINYON HOUSE STRUCTURE 3 DBTG 1.50 0.00 FS XRF pre-Quat pre-Quat Sanpete-Theriot families complex, 5 to 60 percent slopes. 81-248-10-502 INYO INY-5267 S170/E122 10-20 PRJPT 1.58 FS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 349-216 MONO A48 SUR SUR PRJPT 1.60 0.00 FS XRF 335175 4172255 83 Volcanics Latest Holocene Ash/Pumice Vitrandic Xeropsamments, warm-Rock outcrop complex, 15 to 60 percent slopes.
EU1 TULARE TUL-1227 40-50 DBTG 1.60 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)5082 TULARE TUL-1235 DBTG 1.60 0.00 FS XRF 344100 4057080 11 pre-Quat pre-Quat TOEM-CAGWIN-ROCK OUTCROP (CA715) 1353-24-560 TULARE TUL-0024 24" PRJPT 1.60 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 1515-24-795 TULARE TUL-0024 0-6" PRJPT 1.60 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)0-2352CA INYO INY-1700 STRUCTURE 9 DBTG 1.60 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-3199CC INYO INY-1700 S3/E8 30-40 DBTG 1.60 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-2352CA INYO INY-1700 STRUCTURE 9 DBTG 1.60 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-3199CC INYO INY-1700 S3/E8 30-40 DBTG 1.60 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-1673CB INYO PINYON HOUSE STRUCTURE 2 DBTG 1.60 0.00 FS XRF pre-Quat pre-Quat Sanpete-Theriot families complex, 5 to 60 percent slopes. 88-4-07 FRESNO 88A-4 DBTG 1.70 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 88-5-01 FRESNO 88A-5 PRJPT 1.70 0.00 FS XRF 371170 4090950 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 9-498 INYO INY-1386 U20 .5-1' PRJPT 1.70 0.00 FS XRF 366920 4139075 83 Older Pleist. Older Pleist Millpond-Lucerne complex, 2 to 9 percent slopes 252-10-321a INYO INY-5759 S31/E24 30-40 DBTG 1.70 0.00 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopes 253-10-438a INYO INY-5761 S7.5/W2 85-90 DBTG 1.70 0.00 FS VIS 392742 4074038 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes 255-10-883a INYO INY-5763 N53.5/E15 20-30 DBTG 1.70 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopesEU3 TULARE TUL-1227 10-20 DBTG 1.70 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)EU3 TULARE TUL-1227 40-50 DBTG 1.70 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)5213 TULARE TUL-1258 PRJPT 1.70 0.00 FS XRF 349850 4063950 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727)1521-24-2926 TULARE TUL-0024 SURFACE PRJPT 1.70 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 1353-24-1309 TULARE TUL-0024 24-30" PRJPT 1.70 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 0-678C/2C INYO INY-1700 UNIT D 0-10 DBTG 1.70 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-718CB INYO INY-1700 UNIT D 40-50 DBTG 1.70 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-678C/2C INYO INY-1700 UNIT D 0-10 DBTG 1.70 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-718CB INYO INY-1700 UNIT D 40-50 DBTG 1.70 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-1128C INYO INY-1756 STRUCTURE 8 DBTG 1.70 0.00 FS XRF pre-Quat pre-Quat Badland0-1128C INYO INY-1756 STRUCTURE 8 DBTG 1.70 0.00 FS XRF pre-Quat pre-Quat Badland5323 FRESNO 87A-31 PRJPT 1.80 0.00 FS XRF 374870 4070410 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 88-4-14 FRESNO 88A-4 DBTG 1.80 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 394 INYO INY-3802/H CU; N15/W6 40-50 DBTG 1.80 0.00 FS XRF 397960 4065000 11 Holocene Early-Holo Winnedumah fine sandy loam, 0 to 2 percent slopes 542 INYO INY-4661/H SCU; N5/E0 DBTG 1.80 0.00 FS XRF 396900 4066600 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes5201 TULARE TUL-1258 PRJPT 1.80 0.00 FS XRF 349850 4063950 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727)1353-24-2431 TULARE TUL-0024 12-24" PRJPT 1.80 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)0-095CB INYO INY-1700 STRUCTURE 3 DBTG 1.80 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-095CB INYO INY-1700 STRUCTURE 3 DBTG 1.80 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-554CB INYO INY-1700 UNIT B 10-20 DBTG 1.80 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-554CB INYO INY-1700 UNIT B 10-20 DBTG 1.80 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes88-4-02 FRESNO 88A-4 DBTG 1.90 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 88-4-20 FRESNO 88A-4 DBTG 1.90 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 44 FRESNO FRE-0814 0-10 PRJPT 1.90 0.00 FS XRF 299600 4113400 11 pre-Quat pre-Quat SHAVER FAMILY, 35 TO 65 PERCENT SLOPES
986
Appendix D. Fish Springs Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group source UTM E UTM N NAD Zone age1 age2 muname 227-1-194c INYO INY-5285/H DBTG 1.90 0.00 FS VIS 390350 4094170 11 Older Pleist. Older Pleist Taboose-Lava flows complex, 5 to 30 percent slopes 252-10-308a INYO INY-5759 S31/E24 0-10 DBTG 1.90 0.00 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopes 256-10-442d INYO INY-5764 S18/W97.5 10-20 DBTG 1.90 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes256-10-442e INYO INY-5764 S18/W97.5 10-20 DBTG 1.90 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes5231 TULARE TUL-1258 FLKTL 1.90 0.00 FS XRF 349850 4063950 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727)5277 TULARE TUL-0304 PRJPT 1.90 0.00 FS XRF 351500 4026750 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 0-554CA INYO INY-1700 UNIT B 10-20 DBTG 1.90 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-573CB INYO INY-1700 UNIT C 0-10 DBTG 1.90 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-603CA INYO INY-1700 UNIT C 10-20 DBTG 1.90 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-554CA INYO INY-1700 UNIT B 10-20 DBTG 1.90 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-573CB INYO INY-1700 UNIT C 0-10 DBTG 1.90 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-603CA INYO INY-1700 UNIT C 10-20 DBTG 1.90 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes394 INYO INY-3802/H CU; N15/W6 40-50 DBTG 2.00 0.00 FS XRF 397960 4065000 11 Holocene Early-Holo Winnedumah fine sandy loam, 0 to 2 percent slopes395 INYO INY-3802/H CU; N15/W6 50-60 DBTG 2.00 0.00 FS XRF 397960 4065000 11 Holocene Early-Holo Winnedumah fine sandy loam, 0 to 2 percent slopes256 INYO INY-5273/H 3C C DBTG 2.00 0.00 FS XRF 390700 4097025 83 11 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 227-1-212f INYO INY-5282 DBTG 2.00 0.00 FS VIS 390050 4093000 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 227-1-194a INYO INY-5285/H DBTG 2.00 0.00 FS VIS 390350 4094170 11 Older Pleist. Older Pleist Taboose-Lava flows complex, 5 to 30 percent slopes 249-10-133c INYO INY-5397 N5/W2.5 0-10 DBTG 2.00 0.00 FS VIS 393311 4073226 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes 249-10-200d INYO INY-5397 N49.5/E41 0-20 DBTG 2.00 0.00 FS VIS 393311 4073226 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes249-10-206 INYO INY-5397 N49.5/E41 0-20 DBTG 2.00 0.00 FS VIS 393311 4073226 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes252-10-312b INYO INY-5759 S31/E24 10-20 DBTG 2.00 0.00 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopes252-10-312c INYO INY-5759 S31/E24 10-20 DBTG 2.00 0.00 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopes253-10-232c INYO INY-5761 S10/W70 40-60 DBTG 2.00 0.00 FS VIS 392742 4074038 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes 253-10-232d INYO INY-5761 S10/W70 40-60 DBTG 2.00 0.00 FS VIS 392742 4074038 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes253-10-232e INYO INY-5761 S10/W70 40-60 DBTG 2.00 0.00 FS VIS 392742 4074038 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes255-10-859e INYO INY-5763 N29/E71 10-20 DBTG 2.00 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes256-10-387e INYO INY-5764 S2/W2 0-10 DBTG 2.00 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes 256-10-450c INYO INY-5764 S18/W97.5 20-30 DBTG 2.00 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes4995 TULARE TUL-1198 FLKTL 2.00 0.00 FS XRF 337850 4056250 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)5194 TULARE TUL-1257 DBTG 2.00 0.00 FS XRF 351740 4065500 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727) 5225 TULARE TUL-1258 FLKTL 2.00 0.00 FS XRF 349850 4063950 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727)5232-02 TULARE TUL-1258 DBTG 2.00 0.00 FS XRF 349850 4063950 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727) 1353-24-2867 TULARE TUL-0024 0-12" PRJPT 2.00 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 349-827 MONO IA19 SUR SUR PRJPT 2.00 0.00 FS XRF 337878 4173183 83 LtP latest-Pleist Calpine family-Rock outcrop complex, 0 to 15 percent slopes.349-816 MONO IA53 SUR SUR PRJPT 2.00 0.00 FS XRF 336769 4174023 83 Volcanics Latest Holocene Ash/Pumice Vitrandic Xeropsamments, warm-Rock outcrop complex, 15 to 60 percent slopes. 0-2279CA INYO INY-1700 STRUCTURE 7 DBTG 2.00 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-444CB INYO INY-1700 STRUCTURE 12 DBTG 2.00 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-2279CA INYO INY-1700 STRUCTURE 7 DBTG 2.00 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-444CB INYO INY-1700 STRUCTURE 12 DBTG 2.00 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-1121CA INYO INY-1756 STRUCTURE 8 DBTG 2.00 0.00 FS XRF pre-Quat pre-Quat Badland 0-1145CB INYO INY-1756 STRUCTURE 8 DBTG 2.00 0.00 FS XRF pre-Quat pre-Quat Badland 0-1121CA INYO INY-1756 STRUCTURE 8 DBTG 2.00 0.00 FS XRF pre-Quat pre-Quat Badland 0-1145CB INYO INY-1756 STRUCTURE 8 DBTG 2.00 0.00 FS XRF pre-Quat pre-Quat Badland 81-240-1-314 INYO INY-5281 N0/W60 I PRJPT 2.03 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 5329-04 FRESNO 87A-31 DBTG 2.10 0.00 FS XRF 374870 4070410 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 88-4-03 FRESNO 88A-4 DBTG 2.10 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 398 INYO INY-3802/H CU; N9/W20 20-30 DBTG 2.10 0.00 FS XRF 397960 4065000 11 Holocene Early-Holo Winnedumah fine sandy loam, 0 to 2 percent slopes 255-10-724a INYO INY-5763 S80/W30 0-10 DBTG 2.10 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes5305 TULARE TUL-1262 PRJPT 2.10 0.00 FS XRF 376810 4057190 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)7455 TULARE TUL-0024 30-40 PRJPT 2.10 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 349-549 MONO F147 SUR LOCUS A BIF 2.10 0.00 FS XRF 338021 4183208 83 pre-Quat pre-Quat Haypress family-Rock outcrop association, 30 to 60 percent slopes. 0-2424CB INYO INY-1700 STRUCTURE 10 DBTG 2.10 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-2424CB INYO INY-1700 STRUCTURE 10 DBTG 2.10 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes81-240-10-868 INYO INY-5281 N58/W58.5 10-20 PRJPT 2.18 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 5329-06 FRESNO 87A-31 DBTG 2.20 0.00 FS XRF 374870 4070410 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 256 INYO INY-5273/H 3C D DBTG 2.20 0.00 FS XRF 390700 4097025 83 11 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 252-10-297a INYO INY-5759 S10.5/E36 0-10 DBTG 2.20 0.00 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopes 252-10-297b INYO INY-5759 S10.5/E36 0-10 DBTG 2.20 0.00 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopes255-10-859c INYO INY-5763 N29/E71 10-20 DBTG 2.20 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes 5081 TULARE TUL-1235 DBTG 2.20 0.00 FS XRF 344100 4057080 11 pre-Quat pre-Quat TOEM-CAGWIN-ROCK OUTCROP (CA715) 5217 TULARE TUL-1258 PRJPT 2.20 0.00 FS XRF 349850 4063950 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727) 0-318AA INYO PINYON HOUSE STRUCTURE 3 DBTG 2.20 0.00 FS XRF pre-Quat pre-Quat Sanpete-Theriot families complex, 5 to 60 percent slopes. 0-375AB INYO PINYON HOUSE STRUCTURE 10 DBTG 2.20 0.00 FS XRF pre-Quat pre-Quat Sanpete-Theriot families complex, 5 to 60 percent slopes.
987
Appendix D. Fish Springs Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group source UTM E UTM N NAD Zone age1 age2 muname 81-240-10-860 INYO INY-5281 N58/W58.5 0-10 PRJPT 2.20 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 00409 FRESNO FRE-1360 10 PRJPT 2.20 0.00 FS? XRF 308100 4102600 11 pre-Quat pre-Quat SIRRETTA FAMILY-ROCK OUTCROP COMPLEX, 15 TO 45 PERCENT SLOPES 5325 FRESNO 87A-31 PRJPT 2.30 0.00 FS XRF 374870 4070410 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5329-09 FRESNO 87A-31 DBTG 2.30 0.00 FS XRF 374870 4070410 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 88-4-15 FRESNO 88A-4 DBTG 2.30 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 588 INYO INY-4661/H SSC; N0/W5 0-10 BIF 2.30 0.00 FS XRF 396900 4066600 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes252-10-308c INYO INY-5759 S31/E24 0-10 DBTG 2.30 0.00 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopes 252-10-312a INYO INY-5759 S31/E24 10-20 DBTG 2.30 0.00 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopes255-10-724b INYO INY-5763 S80/W30 0-10 DBTG 2.30 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes 256-10-419a INYO INY-5764 FEATURE 1 10-20 DBTG 2.30 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes 256-10-419b INYO INY-5764 FEATURE 1 10-20 DBTG 2.30 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes5254 TULARE TUL-1250 DBTG 2.30 0.00 FS XRF 351650 4023850 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5220 TULARE TUL-1258 BIF 2.30 0.00 FS XRF 349850 4063950 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727) 7237D TULARE TUL-0024 60-70 DBTG 2.30 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 5272 TULARE TUL-0304 DBTG 2.30 0.00 FS XRF 351500 4026750 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 0-192AB INYO PINYON HOUSE STRUCTURE 14 DBTG 2.30 0.00 FS XRF pre-Quat pre-Quat Sanpete-Theriot families complex, 5 to 60 percent slopes. 5327 FRESNO 87A-31 PRJPT 2.40 0.00 FS XRF 374870 4070410 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 88-4-04 FRESNO 88A-4 DBTG 2.40 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 227 INYO INY-3784/H 3C PRJPT 2.40 0.00 FS XRF 385480 4112690 11 Holocene late-Holo Goodale-Cartago complex, 5 to 15 percent slopes 227-1-256b INYO INY-5273/H Locus DBTG 2.40 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 227-1-212g INYO INY-5282 DBTG 2.40 0.00 FS VIS 390050 4093000 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes249-10-200c INYO INY-5397 N49.5/E41 0-20 DBTG 2.40 0.00 FS VIS 393311 4073226 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes 253-10-232a INYO INY-5761 S10/W70 40-60 DBTG 2.40 0.00 FS VIS 392742 4074038 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes 255-10-770e INYO INY-5763 S80/W30 0-10 DBTG 2.40 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes255-10-834d INYO INY-5763 S35/W195 0-10 DBTG 2.40 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes256-10-431b INYO INY-5764 FEATURE 8 10-20 DBTG 2.40 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes 256-10-450e INYO INY-5764 S18/W97.5 20-30 DBTG 2.40 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes5018 TULARE TUL-1198 DBTG 2.40 0.00 FS XRF 337850 4056250 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) EU1 TULARE TUL-1227 60-70 FLKTL 2.40 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)5105 TULARE TUL-1240 BIF 2.40 0.00 FS XRF 385250 4037000 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5105 TULARE TUL-1240 BIF 2.40 0.00 FS XRF 385250 4037000 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5105 TULARE TUL-1240 BIF 2.40 0.00 FS XRF 385250 4037000 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5105 TULARE TUL-1240 BIF 2.40 0.00 FS XRF 385250 4037000 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5107 TULARE TUL-1240 BIF 2.40 0.00 FS XRF 385250 4037000 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5107 TULARE TUL-1240 BIF 2.40 0.00 FS XRF 385250 4037000 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5107 TULARE TUL-1240 BIF 2.40 0.00 FS XRF 385250 4037000 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5107 TULARE TUL-1240 BIF 2.40 0.00 FS XRF 385250 4037000 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5205 TULARE TUL-1258 BIF 2.40 0.00 FS XRF 349850 4063950 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727) 7231C TULARE TUL-0024 0-10 DBTG 2.40 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)0-444CA INYO INY-1700 STRUCTURE 12 DBTG 2.40 2.10 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-3199CB INYO INY-1700 S3/E8 30-40 DBTG 2.40 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-678C/2A INYO INY-1700 UNIT D 0-10 DBTG 2.40 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-444CA INYO INY-1700 STRUCTURE 12 DBTG 2.40 2.10 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-3199CB INYO INY-1700 S3/E8 30-40 DBTG 2.40 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-678C/2A INYO INY-1700 UNIT D 0-10 DBTG 2.40 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes81-240-10-713 INYO INY-5281 N25/W46 0-10 PRJPT 2.41 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 81-240-1-1 INYO INY-5281 N4.2/W89.2 - DRILL 2.45 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes88-4-10 FRESNO 88A-4 DBTG 2.50 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 88-4-12 FRESNO 88A-4 DBTG 2.50 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 00211 FRESNO FRE-1044 20 PRJPT 2.50 0.00 FS VIS 309400 4102000 11 pre-Quat pre-Quat SHAVER FAMILY, 5 TO 35 PERCENT SLOPES 256 INYO INY-5273/H 3C B DBTG 2.50 0.00 FS XRF 390700 4097025 83 11 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 227-1-212e INYO INY-5282 DBTG 2.50 0.00 FS VIS 390050 4093000 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 249-10-200b INYO INY-5397 N49.5/E41 0-20 DBTG 2.50 0.00 FS VIS 393311 4073226 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes249-10-280b INYO INY-5397 N89/E145 0-20 DBTG 2.50 0.00 FS VIS 393311 4073226 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes249-10-280e INYO INY-5397 N89/E145 0-20 DBTG 2.50 0.00 FS VIS 393311 4073226 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes250-10-133c INYO INY-5757 S15/W15 0-10 DBTG 2.50 0.00 FS VIS 393561 4072605 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes 252-10-297d INYO INY-5759 S10.5/E36 0-10 DBTG 2.50 0.00 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopes259-10-156b INYO INY-5760 S13.5/W22 30-40 DBTG 2.50 0.00 FS VIS 393102 4073283 83 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes 253-10-438b INYO INY-5761 S7.5/W2 85-90 DBTG 2.50 0.00 FS VIS 392742 4074038 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes 255-10-724d INYO INY-5763 S80/W30 0-10 DBTG 2.50 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes255-10-770c INYO INY-5763 S80/W30 0-10 DBTG 2.50 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes256-10-415 INYO INY-5764 FEATURE 1 0-10 DBTG 2.50 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes 256-10-422a INYO INY-5764 FEATURE 8 0-10 DBTG 2.50 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes
988
Appendix D. Fish Springs Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group source UTM E UTM N NAD Zone age1 age2 muname 256-10-442c INYO INY-5764 S18/W97.5 10-20 DBTG 2.50 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes 5016 TULARE TUL-1198 DBTG 2.50 0.00 FS XRF 337850 4056250 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) 7231B TULARE TUL-0024 0-10 DBTG 2.50 3.60 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)10542A TULARE TUL-0072 SURFACE DBTG 2.50 0.00 FS XRF 339125 4042235 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316) 0-1905CA INYO INY-1700 STRUCTURE 3 DBTG 2.50 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-2424CA INYO INY-1700 STRUCTURE 10 DBTG 2.50 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-1905CA INYO INY-1700 STRUCTURE 3 DBTG 2.50 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-712C INYO INY-1700 UNIT D 30-40 DBTG 2.50 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-2424CA INYO INY-1700 STRUCTURE 10 DBTG 2.50 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-712C INYO INY-1700 UNIT D 30-40 DBTG 2.50 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes1255 INYO INY-3782/H CU; S9/W70 30-40 DBTG 2.60 0.00 FS VIS 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes405 INYO INY-3802/H SSC; N44/E74 0-10 DBTG 2.60 0.00 FS VIS 397960 4065000 11 Holocene Early-Holo Winnedumah fine sandy loam, 0 to 2 percent slopes576 INYO INY-4661/H SSC; N6.3/W4 0-10 DBTG 2.60 0.00 FS XRF 396900 4066600 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes227-1-244i INYO INY-5267 Locus D1 DBTG 2.60 0.00 FS VIS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 227-1-256a INYO INY-5273/H Locus DBTG 2.60 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 227-1-256f INYO INY-5273/H Locus DBTG 2.60 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes227-1-257b INYO INY-5273/H Locus DBTG 2.60 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes253-10-381b INYO INY-5761 S7.5/W2 40-50 DBTG 2.60 0.00 FS VIS 392742 4074038 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes 5195 TULARE TUL-1257 DBTG 2.60 0.00 FS XRF 351740 4065500 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727) 5312-01 TULARE TUL-1265 BIF 2.60 0.00 FS XRF 377700 4057600 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 7239E TULARE TUL-0024 80-90 DBTG 2.60 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 10548A TULARE TUL-0072 50-60 DBTG 2.60 0.00 FS XRF 339125 4042235 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316) 0-2932CA INYO INY-1700 S1/E10 30-40 DBTG 2.60 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-2932CA INYO INY-1700 S1/E10 30-40 DBTG 2.60 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-1186CB INYO PINYON HOUSE QUADRANT NE1 DBTG 2.60 0.00 FS XRF pre-Quat pre-Quat Sanpete-Theriot families complex, 5 to 60 percent slopes. 81-240-10-705 INYO INY-5281 N25/W45 20-30 PRJPT 2.61 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 81-240-1-47 INYO INY-5281 N11.5/W0.9 - PRJPT 2.63 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes1244 INYO INY-3782/H CU; S9/W70 0-10 DBTG 2.70 0.00 FS VIS 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes 1255 INYO INY-3782/H CU; S9/W70 30-40 DBTG 2.70 0.00 FS VIS 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes1255 INYO INY-3782/H CU; S9/W70 30-40 DBTG 2.70 0.00 FS VIS 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes227-1-244j INYO INY-5267 Locus D1 DBTG 2.70 0.00 FS VIS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 227-1-244h INYO INY-5267 Locus D1 DBTG 2.70 0.00 FS VIS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 227-1-244g INYO INY-5267 Locus D1 DBTG 2.70 0.00 FS VIS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 227-1-244d INYO INY-5267 Locus D1 DBTG 2.70 0.00 FS VIS 390510 4099280 83 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 227-1-256d INYO INY-5273/H Locus DBTG 2.70 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 227-1-210a INYO INY-5281 DBTG 2.70 0.00 FS VIS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 259-10-30d INYO INY-5760 S26/W10 40-60 DBTG 2.70 0.00 FS VIS 393102 4073283 83 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes 253-10-381d INYO INY-5761 S7.5/W2 40-50 DBTG 2.70 0.00 FS VIS 392742 4074038 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes 253-10-381e INYO INY-5761 S7.5/W2 40-50 DBTG 2.70 0.00 FS VIS 392742 4074038 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes256-10-387c INYO INY-5764 S2/W2 0-10 DBTG 2.70 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes 7234A TULARE TUL-0024 30-40 DBTG 2.70 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7240A TULARE TUL-0024 90-100 DBTG 2.70 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7575A TULARE TUL-0028 0-10 DBTG 2.70 0.00 FS VIS 338780 4042480 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316) 10544C TULARE TUL-0072 10-20 DBTG 2.70 0.00 FS VIS 339125 4042235 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316) 81-240-10-655 INYO INY-5281 N0/W63 40-50 cm PRJPT 2.77 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 88-4-08 FRESNO 88A-4 DBTG 2.80 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 88-4-19 FRESNO 88A-4 DBTG 2.80 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5355-09 FRESNO FRE-2169 DBTG 2.80 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)1244 INYO INY-3782/H CU; S9/W70 0-10 DBTG 2.80 0.00 FS XRF 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes 576 INYO INY-4661/H SSC; N6.3/W4 0-10 DBTG 2.80 0.00 FS VIS 396900 4066600 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 227-1-244e INYO INY-5267 Locus D1 DBTG 2.80 0.00 FS VIS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 227-1-244b INYO INY-5267 Locus D1 DBTG 2.80 0.00 FS VIS 390510 4099280 83 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes227-1-244c INYO INY-5267 Locus D1 DBTG 2.80 0.00 FS VIS 390510 4099280 83 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes256 INYO INY-5273/H 3C E DBTG 2.80 0.00 FS XRF 390700 4097025 83 11 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 227-1-256c INYO INY-5273/H Locus DBTG 2.80 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes227-1-210b INYO INY-5281 DBTG 2.80 0.00 FS VIS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 227-1-194b INYO INY-5285/H DBTG 2.80 0.00 FS VIS 390350 4094170 11 Older Pleist. Older Pleist Taboose-Lava flows complex, 5 to 30 percent slopes 259-10-85b INYO INY-5760 S18.5/W13 0-20 DBTG 2.80 0.00 FS VIS 393102 4073283 83 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes EU5 TULARE TUL-1227 100-110 DBTG 2.80 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) EU1 TULARE TUL-1227 70-80 DBTG 2.80 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) EU1 TULARE TUL-1227 90-100 FLKTL 2.80 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) 7234B TULARE TUL-0024 30-40 DBTG 2.80 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7240B TULARE TUL-0024 90-100 DBTG 2.80 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)
989
Appendix D. Fish Springs Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group source UTM E UTM N NAD Zone age1 age2 muname 7576A TULARE TUL-0028 10-20 DBTG 2.80 0.00 FS VIS 338780 4042480 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316) 0-727CA INYO INY-1700 UNIT E 20-30 DBTG 2.80 2.60 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-727CA INYO INY-1700 UNIT E 20-30 DBTG 2.80 2.60 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-1027C INYO INY-1756 STRUCTURE 15 DBTG 2.80 0.00 FS XRF pre-Quat pre-Quat Badland0-1027C INYO INY-1756 STRUCTURE 15 DBTG 2.80 0.00 FS XRF pre-Quat pre-Quat Badland81-248-1-403 INYO INY-5267 S173/E137 D PRJPT 2.89 FS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 88-4-20 FRESNO 88A-4 DBTG 2.90 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 00231 FRESNO FRE-1964 10 BIF 2.90 0.00 FS XRF 307800 4102200 11 pre-Quat pre-Quat SHAVER FAMILY, 5 TO 35 PERCENT SLOPES00231 FRESNO FRE-1964 10 BIF 2.90 0.00 FS XRF 307800 4102200 11 pre-Quat pre-Quat SHAVER FAMILY, 5 TO 35 PERCENT SLOPES5355-10 FRESNO FRE-2169 DBTG 2.90 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)1244 INYO INY-3782/H CU; S9/W70 0-10 DBTG 2.90 0.00 FS VIS 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes 505 INYO INY-4661/H SCU; N15/W5 DBTG 2.90 0.00 FS XRF 396900 4066600 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 227-1-244f INYO INY-5267 Locus D1 DBTG 2.90 0.00 FS VIS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 256 INYO INY-5273/H 3C G DBTG 2.90 0.00 FS XRF 390700 4097025 83 11 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 227-1-257c INYO INY-5273/H Locus DBTG 2.90 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes227-1-264i INYO INY-5275 Locus D1 DBTG 2.90 0.00 FS VIS 390300 4095080 27 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 227-1-212a INYO INY-5282 DBTG 2.90 0.00 FS VIS 390050 4093000 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 227-1-212b INYO INY-5282 DBTG 2.90 0.00 FS VIS 390050 4093000 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes253-10-624c INYO INY-5761 S8/W2 70-80 DBTG 2.90 0.00 FS VIS 392742 4074038 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes 253-10-624d INYO INY-5761 S8/W2 70-80 DBTG 2.90 0.00 FS VIS 392742 4074038 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopesEU3 TULARE TUL-1227 40-50 FLKTL 2.90 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)5058 TULARE TUL-1231 BIF 2.90 0.00 FS XRF 353900 4054450 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5192-01 TULARE TUL-1257 DBTG 2.90 0.00 FS XRF 351740 4065500 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727) 5311-06 TULARE TUL-1264 DBTG 2.90 0.00 FS XRF 377720 4057635 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 7233B TULARE TUL-0024 20-30 DBTG 2.90 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 1353-24-2154 TULARE TUL-0024 12-24" PRJPT 2.90 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 0-727CB INYO INY-1700 UNIT E 20-30 DBTG 2.90 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-727CB INYO INY-1700 UNIT E 20-30 DBTG 2.90 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-1022CA INYO INY-1756 STRUCTURE 12 DBTG 2.90 0.00 FS XRF pre-Quat pre-Quat Badland 0-1045C INYO INY-1756 QUADRANT 22 DBTG 2.90 0.00 FS XRF pre-Quat pre-Quat BadlandOV-244.4 INYO INY-1756 SURFACE DBTG 2.90 0.00 FS XRF pre-Quat pre-Quat Badland 0-1022CA INYO INY-1756 STRUCTURE 12 DBTG 2.90 0.00 FS XRF pre-Quat pre-Quat Badland 0-1045C INYO INY-1756 QUADRANT 22 DBTG 2.90 0.00 FS XRF pre-Quat pre-Quat BadlandOV-244.4 INYO INY-1756 SURFACE DBTG 2.90 0.00 FS XRF pre-Quat pre-Quat Badland 81-240-1-22 INYO INY-5281 S1.3/W83 - PRJPT 2.94 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes1244 INYO INY-3782/H CU; S9/W70 0-10 DBTG 3.00 0.00 FS XRF 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes 1255 INYO INY-3782/H CU; S9/W70 30-40 DBTG 3.00 0.00 FS VIS 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes394 INYO INY-3802/H CU; N15/W6 40-50 DBTG 3.00 0.00 FS XRF 397960 4065000 11 Holocene Early-Holo Winnedumah fine sandy loam, 0 to 2 percent slopes398 INYO INY-3802/H CU; N9/W20 20-30 DBTG 3.00 0.00 FS VIS 397960 4065000 11 Holocene Early-Holo Winnedumah fine sandy loam, 0 to 2 percent slopes576 INYO INY-4661/H SSC; N6.3/W4 0-10 DBTG 3.00 0.00 FS VIS 396900 4066600 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 227-1-244a INYO INY-5267 Locus D1 DBTG 3.00 0.00 FS VIS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 245 INYO INY-5268 3C PRJPT 3.00 0.00 FS XRF 390540 4099030 83 11 Holocene late-Holo Winerton-Hessica complex, 0 to 2 percent slopes 264 INYO INY-5275 3C H DBTG 3.00 0.00 FS XRF 390300 4095080 27 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes227-1-265h INYO INY-5275 Locus D2 DBTG 3.00 0.00 FS VIS 390300 4095080 27 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 249-10-133d INYO INY-5397 N5/W2.5 0-10 DBTG 3.00 0.00 FS VIS 393311 4073226 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes249-10-200a INYO INY-5397 N49.5/E41 0-20 DBTG 3.00 0.00 FS VIS 393311 4073226 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes 249-10-236a INYO INY-5397 N79.5/E89 0-20 DBTG 3.00 0.00 FS VIS 393311 4073226 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes252-10-308b INYO INY-5759 S31/E24 0-10 DBTG 3.00 0.00 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopes259-10-30c INYO INY-5760 S26/W10 40-60 DBTG 3.00 0.00 FS VIS 393102 4073283 83 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes 259-10-85d INYO INY-5760 S18.5/W13 0-20 DBTG 3.00 0.00 FS VIS 393102 4073283 83 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes259-10-156a INYO INY-5760 S13.5/W22 30-40 DBTG 3.00 0.00 FS VIS 393102 4073283 83 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes 259-10-156c INYO INY-5760 S13.5/W22 30-40 DBTG 3.00 0.00 FS VIS 393102 4073283 83 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes259-10-156d INYO INY-5760 S13.5/W22 30-40 DBTG 3.00 0.00 FS VIS 393102 4073283 83 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes253-10-381a INYO INY-5761 S7.5/W2 40-50 DBTG 3.00 6.30 FS VIS 392742 4074038 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes 253-10-381c INYO INY-5761 S7.5/W2 40-50 DBTG 3.00 0.00 FS VIS 392742 4074038 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes253-10-438d INYO INY-5761 S7.5/W2 85-90 DBTG 3.00 0.00 FS VIS 392742 4074038 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes253-10-438e INYO INY-5761 S7.5/W2 85-90 DBTG 3.00 0.00 FS VIS 392742 4074038 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes253-10-624a INYO INY-5761 S8/W2 70-80 DBTG 3.00 0.00 FS VIS 392742 4074038 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes255-10-859b INYO INY-5763 N29/E71 10-20 DBTG 3.00 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes255-10-890a INYO INY-5763 N53.5/E15 40-50 DBTG 3.00 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes255-10-894a INYO INY-5763 N53.5/E15 50-60 DBTG 3.00 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes5024 TULARE TUL-1198 DBTG 3.00 0.00 FS XRF 337850 4056250 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) 5038 TULARE TUL-1198 DBTG 3.00 0.00 FS XRF 337850 4056250 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)
990
Appendix D. Fish Springs Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group source UTM E UTM N NAD Zone age1 age2 muname EU1 TULARE TUL-1227 70-80 DBTG 3.00 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) 5066 TULARE TUL-1231 DBTG 3.00 0.00 FS XRF 353900 4054450 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 7232E TULARE TUL-0024 10-20 DBTG 3.00 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7233E TULARE TUL-0024 20-30 DBTG 3.00 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7236D TULARE TUL-0024 50-60 DBTG 3.00 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 0-603CB INYO INY-1700 UNIT C 20-30 DBTG 3.00 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-603CB INYO INY-1700 UNIT C 20-30 DBTG 3.00 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-1022CB INYO INY-1756 STRUCTURE 12 DBTG 3.00 0.00 FS XRF pre-Quat pre-Quat Badland OV-244.2 INYO INY-1756 SURFACE DBTG 3.00 0.00 FS XRF pre-Quat pre-Quat Badland 0-1022CB INYO INY-1756 STRUCTURE 12 DBTG 3.00 0.00 FS XRF pre-Quat pre-Quat Badland OV-244.2 INYO INY-1756 SURFACE DBTG 3.00 0.00 FS XRF pre-Quat pre-Quat Badland 0-1186CA INYO PINYON HOUSE QUADRANT NE1 DBTG 3.00 0.00 FS XRF pre-Quat pre-Quat Sanpete-Theriot families complex, 5 to 60 percent slopes. 81-248-1-361 INYO INY-5267 S158/E122 G PRJPT 3.03 FS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes81-240-10-476 INYO INY-5281 N0/W90 40-60 cm PRJPT 3.04 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes5348 FRESNO FRE-2168 BIF 3.10 0.00 FS XRF 361730 4106500 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)398 INYO INY-3802/H CU; N9/W20 20-30 DBTG 3.10 0.00 FS XRF 397960 4065000 11 Holocene Early-Holo Winnedumah fine sandy loam, 0 to 2 percent slopes EU4 TULARE TUL-1227 60-70 DBTG 3.10 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)5064 TULARE TUL-1231 DBTG 3.10 0.00 FS XRF 353900 4054450 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5065 TULARE TUL-1231 DBTG 3.10 0.00 FS XRF 353900 4054450 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5070 TULARE TUL-1231 DBTG 3.10 0.00 FS XRF 353900 4054450 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5106 TULARE TUL-1240 BIF 3.10 0.00 FS XRF 385250 4037000 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5106 TULARE TUL-1240 BIF 3.10 0.00 FS XRF 385250 4037000 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5106 TULARE TUL-1240 BIF 3.10 0.00 FS XRF 385250 4037000 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5106 TULARE TUL-1240 BIF 3.10 0.00 FS XRF 385250 4037000 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5205 TULARE TUL-1258 BIF 3.10 0.00 FS XRF 349850 4063950 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727) 0-573CA INYO INY-1700 UNIT C 0-10 DBTG 3.10 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-573CA INYO INY-1700 UNIT C 0-10 DBTG 3.10 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-914CB INYO INY-1756 STRUCTURE 8 DBTG 3.10 0.00 FS XRF pre-Quat pre-Quat Badland 0-914CB INYO INY-1756 STRUCTURE 8 DBTG 3.10 0.00 FS XRF pre-Quat pre-Quat Badland 81-240-10-655 INYO INY-5281 N0/W63 40-50 cm PRJPT 3.13 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 81-240-1-258 INYO INY-5281 S4.8/W91.9 - PRJPT 3.19 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes88-4-11 FRESNO 88A-4 DBTG 3.20 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 576 INYO INY-4661/H SSC; N6.3/W4 0-10 DBTG 3.20 0.00 FS XRF 396900 4066600 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes251 INYO INY-5273/H 3C PRJPT 3.20 0.00 FS XRF 390700 4097025 83 11 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 249-10-133e INYO INY-5397 N5/W2.5 0-10 DBTG 3.20 0.00 FS VIS 393311 4073226 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes 249-10-280d INYO INY-5397 N89/E145 0-20 DBTG 3.20 0.00 FS VIS 393311 4073226 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes259-10-30a INYO INY-5760 S26/W10 40-60 DBTG 3.20 0.00 FS VIS 393102 4073283 83 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes 259-10-85a INYO INY-5760 S18.5/W13 0-20 DBTG 3.20 0.00 FS VIS 393102 4073283 83 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes 253-10-624e INYO INY-5761 S8/W2 70-80 DBTG 3.20 0.00 FS VIS 392742 4074038 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes 5040 TULARE TUL-1198 DBTG 3.20 0.00 FS XRF 337850 4056250 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) EU5 TULARE TUL-1227 100-110 BIF 3.20 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) EU3 TULARE TUL-1227 50-60 DBTG 3.20 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)5068 TULARE TUL-1231 DBTG 3.20 0.00 FS XRF 353900 4054450 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5081 TULARE TUL-1235 DBTG 3.20 0.00 FS XRF 344100 4057080 11 pre-Quat pre-Quat TOEM-CAGWIN-ROCK OUTCROP (CA715) 5110 TULARE TUL-1240 DBTG 3.20 0.00 FS XRF 385250 4037000 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5110 TULARE TUL-1240 DBTG 3.20 0.00 FS XRF 385250 4037000 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5110 TULARE TUL-1240 DBTG 3.20 0.00 FS XRF 385250 4037000 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5110 TULARE TUL-1240 DBTG 3.20 0.00 FS XRF 385250 4037000 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 7248G TULARE TUL-0024 170-180 DBTG 3.20 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 0-19BA INYO INY-1756 STRUCTURE 2 DBTG 3.20 0.00 FS XRF pre-Quat pre-Quat Badland 0-874CC INYO INY-1756 STRUCTURE 6 DBTG 3.20 0.00 FS XRF pre-Quat pre-Quat Badland 0-19BA INYO INY-1756 STRUCTURE 2 DBTG 3.20 0.00 FS XRF pre-Quat pre-Quat Badland 0-874CC INYO INY-1756 STRUCTURE 6 DBTG 3.20 0.00 FS XRF pre-Quat pre-Quat Badland 5354-04 FRESNO FRE-2168 DBTG 3.30 0.00 FS XRF 361730 4106500 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)9-1829 INYO INY-1386 X17 .5-1' PRJPT 3.30 0.00 FS XRF 366920 4139075 83 Older Pleist. Older Pleist Millpond-Lucerne complex, 2 to 9 percent slopes 388 INYO INY-3802/H CU; N15/W6 0-10 DBTG 3.30 0.00 FS XRF 397960 4065000 11 Holocene Early-Holo Winnedumah fine sandy loam, 0 to 2 percent slopes394 INYO INY-3802/H CU; N15/W6 40-50 DBTG 3.30 0.00 FS XRF 397960 4065000 11 Holocene Early-Holo Winnedumah fine sandy loam, 0 to 2 percent slopes227-1-264h INYO INY-5275 Locus D1 DBTG 3.30 0.00 FS VIS 390300 4095080 27 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 227-1-264j INYO INY-5275 Locus D1 DBTG 3.30 0.00 FS VIS 390300 4095080 27 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 251-1-16 INYO INY-5758 S15/W15 C DBTG 3.30 0.00 FS VIS 394598 4070763 83 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes 255-10-770d INYO INY-5763 S80/W30 0-10 DBTG 3.30 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes 5010 TULARE TUL-1198 DBTG 3.30 0.00 FS XRF 337850 4056250 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) 5039 TULARE TUL-1198 DBTG 3.30 0.00 FS XRF 337850 4056250 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)
991
Appendix D. Fish Springs Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group source UTM E UTM N NAD Zone age1 age2 muname EU1 TULARE TUL-1227 90-100 DBTG 3.30 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) 5080 TULARE TUL-1235 DBTG 3.30 0.00 FS XRF 344100 4057080 11 pre-Quat pre-Quat TOEM-CAGWIN-ROCK OUTCROP (CA715) 5186 TULARE TUL-1256 DBTG 3.30 0.00 FS XRF 353050 4067090 11 pre-Quat pre-Quat SIRRETTA-CHAIX VARIANT-ROCK OUTCROP (CA716) 0-662CA INYO INY-1700 UNIT C 30-40 DBTG 3.30 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-662CB INYO INY-1700 UNIT C 30-40 DBTG 3.30 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-676CA INYO INY-1700 UNIT C 40-50 DBTG 3.30 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-718CA INYO INY-1700 UNIT D 40-50 DBTG 3.30 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-662CA INYO INY-1700 UNIT C 30-40 DBTG 3.30 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-662CB INYO INY-1700 UNIT C 30-40 DBTG 3.30 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-676CA INYO INY-1700 UNIT C 40-50 DBTG 3.30 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-718CA INYO INY-1700 UNIT D 40-50 DBTG 3.30 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-1067CB INYO INY-1756 STRUCTURE 3 DBTG 3.30 0.00 FS XRF pre-Quat pre-Quat Badland 0-914CC INYO INY-1756 STRUCTURE 8 DBTG 3.30 0.00 FS XRF pre-Quat pre-Quat Badland OV-244.1 INYO INY-1756 SURFACE DBTG 3.30 0.00 FS XRF pre-Quat pre-Quat Badland 0-1067CB INYO INY-1756 STRUCTURE 3 DBTG 3.30 0.00 FS XRF pre-Quat pre-Quat Badland 0-914CC INYO INY-1756 STRUCTURE 8 DBTG 3.30 0.00 FS XRF pre-Quat pre-Quat Badland OV-244.1 INYO INY-1756 SURFACE DBTG 3.30 0.00 FS XRF pre-Quat pre-Quat Badland 0-1205CA INYO PINYON HOUSE QUADRANT NE2 DBTG 3.30 0.00 FS XRF pre-Quat pre-Quat Sanpete-Theriot families complex, 5 to 60 percent slopes. 81-248-1-76 INYO INY-5267 N15/W30 H PRJPT 3.30 FS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes81-240-10-476 INYO INY-5281 N0/W90 40-60 cm PRJPT 3.36 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes88-4-01 FRESNO 88A-4 DBTG 3.40 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 00138 FRESNO FRE-1363 50 BIF 3.40 0.00 FS XRF 309350 4102000 11 pre-Quat pre-Quat SHAVER FAMILY, 5 TO 35 PERCENT SLOPES1244 INYO INY-3782/H CU; S9/W70 0-10 DBTG 3.40 0.00 FS VIS 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes 547 INYO INY-4661/H SCU; N0/E0 DBTG 3.40 0.00 FS XRF 396900 4066600 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes249-10-232a INYO INY-5397 N69.5/E89 0-20 DBTG 3.40 0.00 FS VIS 393311 4073226 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes 249-10-280c INYO INY-5397 N89/E145 0-20 DBTG 3.40 0.00 FS VIS 393311 4073226 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes250-1-93b INYO INY-5757 S15/W15 C DBTG 3.40 0.00 FS VIS 393561 4072605 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes 250-1-93c INYO INY-5757 S15/W15 C DBTG 3.40 0.00 FS VIS 393561 4072605 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes259-10-85c INYO INY-5760 S18.5/W13 0-20 DBTG 3.40 0.00 FS VIS 393102 4073283 83 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes 5016 TULARE TUL-1198 DBTG 3.40 0.00 FS XRF 337850 4056250 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) 5029 TULARE TUL-1198 DBTG 3.40 0.00 FS XRF 337850 4056250 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) 5031 TULARE TUL-1198 DBTG 3.40 0.00 FS XRF 337850 4056250 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) 5067 TULARE TUL-1231 DBTG 3.40 0.00 FS XRF 353900 4054450 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5257 TULARE TUL-1252 DBTG 3.40 0.00 FS XRF 351750 4023650 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5183 TULARE TUL-1256 DBTG 3.40 0.00 FS XRF 353050 4067090 11 pre-Quat pre-Quat SIRRETTA-CHAIX VARIANT-ROCK OUTCROP (CA716) 5312-05 TULARE TUL-1265 DBTG 3.40 0.00 FS XRF 377700 4057600 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 7230B TULARE TUL-0024 0-10 DBTG 3.40 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7237B TULARE TUL-0024 60-70 DBTG 3.40 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7238E TULARE TUL-0024 70-80 DBTG 3.40 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 0-629CB INYO INY-1700 UNIT C 10-20 DBTG 3.40 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-629CB INYO INY-1700 UNIT C 10-20 DBTG 3.40 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopesOV-244.8 INYO INY-1756 SURFACE DBTG 3.40 0.00 FS XRF pre-Quat pre-Quat Badland 0-1067CA INYO INY-1756 STRUCTURE 3 DBTG 3.40 0.00 FS XRF pre-Quat pre-Quat Badland OV-244.8 INYO INY-1756 SURFACE DBTG 3.40 0.00 FS XRF pre-Quat pre-Quat Badland 0-1067CA INYO INY-1756 STRUCTURE 3 DBTG 3.40 0.00 FS XRF pre-Quat pre-Quat Badland 81-231-041-001 INYO INY-5278 - - PRJPT 3.40 FS 389600 4090025 11 Holocene Early-Holo Pokonahbe loamy fine sand, 0 to 2 percent slopes 88-4-08 FRESNO 88A-4 DBTG 3.50 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 88-4-09 FRESNO 88A-4 DBTG 3.50 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 227-1-264e INYO INY-5275 Locus D1 DBTG 3.50 0.00 FS VIS 390300 4095080 27 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 227-1-207c INYO INY-5278 DBTG 3.50 0.00 FS VIS 389600 4090025 11 Holocene Early-Holo Pokonahbe loamy fine sand, 0 to 2 percent slopes 5022 TULARE TUL-1198 DBTG 3.50 0.00 FS XRF 337850 4056250 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) 5028 TULARE TUL-1198 DBTG 3.50 0.00 FS XRF 337850 4056250 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) EU5 TULARE TUL-1227 100-110 DBTG 3.50 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)EU1 TULARE TUL-1227 50-60 DBTG 3.50 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)EU1 TULARE TUL-1227 60-70 DBTG 3.50 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)EU3 TULARE TUL-1227 80-90 DBTG 3.50 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)5084 TULARE TUL-1235 DBTG 3.50 0.00 FS XRF 344100 4057080 11 pre-Quat pre-Quat TOEM-CAGWIN-ROCK OUTCROP (CA715) 5311-14 TULARE TUL-1264 DBTG 3.50 0.00 FS XRF 377720 4057635 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 7230D TULARE TUL-0024 0-10 DBTG 3.50 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7235A TULARE TUL-0024 40-50 DBTG 3.50 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7235B TULARE TUL-0024 40-50 DBTG 3.50 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7238A TULARE TUL-0024 70-80 DBTG 3.50 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7578A TULARE TUL-0028 30-40 DBTG 3.50 0.00 FS VIS 338780 4042480 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316)
992
Appendix D. Fish Springs Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group source UTM E UTM N NAD Zone age1 age2 muname 10551B TULARE TUL-0072 80-90 DBTG 3.50 0.00 FS XRF 339125 4042235 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316) 0-629CA INYO INY-1700 UNIT C 10-20 DBTG 3.50 3.10 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-629CA INYO INY-1700 UNIT C 10-20 DBTG 3.50 3.10 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-874CB INYO INY-1756 STRUCTURE 6 DBTG 3.50 0.00 FS XRF pre-Quat pre-Quat Badland 0-914CA INYO INY-1756 STRUCTURE 8 DBTG 3.50 0.00 FS XRF pre-Quat pre-Quat Badland 0-874CB INYO INY-1756 STRUCTURE 6 DBTG 3.50 0.00 FS XRF pre-Quat pre-Quat Badland 0-914CA INYO INY-1756 STRUCTURE 8 DBTG 3.50 0.00 FS XRF pre-Quat pre-Quat Badland 0-1205CB INYO PINYON HOUSE QUADRANT NE2 DBTG 3.50 0.00 FS XRF pre-Quat pre-Quat Sanpete-Theriot families complex, 5 to 60 percent slopes. 81-240-1-262 INYO INY-5281 N0/E30 C PRJPT 3.50 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes88-4-17 FRESNO 88A-4 DBTG 3.60 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 88-5-05 FRESNO 88A-5 DBTG 3.60 0.00 FS XRF 371170 4090950 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5356 FRESNO FRE-2169 PRJPT 3.60 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5368 FRESNO FRE-2169 BIF 3.60 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)1255 INYO INY-3782/H CU; S9/W70 30-40 DBTG 3.60 0.00 FS VIS 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes 227-1-220g INYO INY-5271 DBTG 3.60 0.00 FS VIS 390600 4097880 11 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes253-10-232b INYO INY-5761 S10/W70 40-60 DBTG 3.60 0.00 FS VIS 392742 4074038 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes5023 TULARE TUL-1198 DBTG 3.60 0.00 FS XRF 337850 4056250 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) 5036 TULARE TUL-1198 DBTG 3.60 0.00 FS XRF 337850 4056250 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) EU4 TULARE TUL-1227 50-60 DBTG 3.60 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) EU4 TULARE TUL-1227 70-80 DBTG 3.60 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)EU5 TULARE TUL-1227 60-70 DBTG 3.60 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)EU5 TULARE TUL-1227 120-130 DBTG 3.60 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) EU1 TULARE TUL-1227 50-60 DBTG 3.60 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) EU1 TULARE TUL-1227 60-70 DBTG 3.60 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)5083 TULARE TUL-1235 DBTG 3.60 0.00 FS XRF 344100 4057080 11 pre-Quat pre-Quat TOEM-CAGWIN-ROCK OUTCROP (CA715) 5310-01 TULARE TUL-1263 DBTG 3.60 0.00 FS XRF 377680 4057900 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5310-05 TULARE TUL-1263 BIF 3.60 0.00 FS XRF 377680 4057900 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 7235C TULARE TUL-0024 40-50 DBTG 3.60 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 0-2626CA INYO INY-1700 N1/E10 30-40 DBTG 3.60 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-2626CB INYO INY-1700 N1/E10 30-40 DBTG 3.60 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-2932CB INYO INY-1700 S1/E10 30-40 DBTG 3.60 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-3199CA INYO INY-1700 S3/E8 30-40 DBTG 3.60 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-2626CA INYO INY-1700 N1/E10 30-40 DBTG 3.60 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-2626CB INYO INY-1700 N1/E10 30-40 DBTG 3.60 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-2932CB INYO INY-1700 S1/E10 30-40 DBTG 3.60 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-3199CA INYO INY-1700 S3/E8 30-40 DBTG 3.60 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-19BB INYO INY-1756 STRUCTURE 2 DBTG 3.60 0.00 FS XRF pre-Quat pre-Quat Badland 0-1121CA INYO INY-1756 STRUCTURE 8 DBTG 3.60 0.00 FS XRF pre-Quat pre-Quat Badland 0-19BB INYO INY-1756 STRUCTURE 2 DBTG 3.60 0.00 FS XRF pre-Quat pre-Quat Badland 0-1121CA INYO INY-1756 STRUCTURE 8 DBTG 3.60 0.00 FS XRF pre-Quat pre-Quat Badland 81-231-045-001 INYO INY-5278 - - PRJPT 3.60 FS 389600 4090025 11 Holocene Early-Holo Pokonahbe loamy fine sand, 0 to 2 percent slopes 81-244-1-9 INYO INY-5276 S202.2/W36 - PRJPT 3.61 FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes 227-1-243f INYO INY-5267 DBTG 3.70 0.00 FS VIS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 264 INYO INY-5275 3C B DBTG 3.70 0.00 FS XRF 390300 4095080 27 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes227-1-210e INYO INY-5281 DBTG 3.70 0.00 FS VIS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 249-10-232b INYO INY-5397 N69.5/E89 0-20 DBTG 3.70 0.00 FS VIS 393311 4073226 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes249-10-280a INYO INY-5397 N89/E145 0-20 DBTG 3.70 0.00 FS VIS 393311 4073226 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes252-10-330d INYO INY-5759 S48.5/W82 0-10 DBTG 3.70 0.00 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopes5021 TULARE TUL-1198 DBTG 3.70 0.00 FS XRF 337850 4056250 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) EU5 TULARE TUL-1227 70-80 DBTG 3.70 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)EU1 TULARE TUL-1227 20-30 DBTG 3.70 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)EU1 TULARE TUL-1227 50-60 DBTG 3.70 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)5196 TULARE TUL-1257 DBTG 3.70 0.00 FS XRF 351740 4065500 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727) 5310-04 TULARE TUL-1263 BIF 3.70 0.00 FS XRF 377680 4057900 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5312-07 TULARE TUL-1265 DBTG 3.70 0.00 FS XRF 377700 4057600 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 7236E TULARE TUL-0024 50-60 DBTG 3.70 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7251A TULARE TUL-0024 200-210 DBTG 3.70 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 0-2932CC INYO INY-1700 S1/E10 30-40 DBTG 3.70 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-2932CC INYO INY-1700 S1/E10 30-40 DBTG 3.70 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopesOV-244.0 INYO INY-1756 SURFACE DBTG 3.70 0.00 FS XRF pre-Quat pre-Quat Badland OV-244.0 INYO INY-1756 SURFACE DBTG 3.70 0.00 FS XRF pre-Quat pre-Quat Badland 81-240-1-258 INYO INY-5281 S4.8/W91.9 - PRJPT 3.75 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes W-2-2893 KER KER-0116 surface biface 3.80 Fish Springs 285579 3895651 83 Holocene latest-Holo Kimberlina fine sandy loam, 2 to 5 percent slopes
993
Appendix D. Fish Springs Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group source UTM E UTM N NAD Zone age1 age2 muname 00494 FRESNO FRE-1964 50 BIF 3.80 0.00 FS XRF 307800 4102200 11 pre-Quat pre-Quat SHAVER FAMILY, 5 TO 35 PERCENT SLOPES00494 FRESNO FRE-1964 50 BIF 3.80 0.00 FS XRF 307800 4102200 11 pre-Quat pre-Quat SHAVER FAMILY, 5 TO 35 PERCENT SLOPES5348 FRESNO FRE-2168 BIF 3.80 0.00 FS XRF 361730 4106500 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)5354-10 FRESNO FRE-2168 DBTG 3.80 0.00 FS XRF 361730 4106500 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)5355-03 FRESNO FRE-2169 DBTG 3.80 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)5355-06 FRESNO FRE-2169 DBTG 3.80 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)5355-08 FRESNO FRE-2169 DBTG 3.80 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)5355-09 FRESNO FRE-2169 DBTG 3.80 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)5360 FRESNO FRE-2169 BIF 3.80 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)5364 FRESNO FRE-2169 PRJPT 3.80 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 9-1313 INYO INY-1386 M15 0-.5' PRJPT 3.80 0.00 FS XRF 366920 4139075 83 Older Pleist. Older Pleist Millpond-Lucerne complex, 2 to 9 percent slopes 227-1-197d INYO INY-5272 DBTG 3.80 0.00 FS VIS 390550 4098180 11 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes264 INYO INY-5275 3C A DBTG 3.80 0.00 FS XRF 390300 4095080 27 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 227-1-207b INYO INY-5278 DBTG 3.80 0.00 FS VIS 389600 4090025 11 Holocene Early-Holo Pokonahbe loamy fine sand, 0 to 2 percent slopes 227-1-210f INYO INY-5281 DBTG 3.80 0.00 FS VIS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 255-10-886a INYO INY-5763 N53.5/E15 30-40 DBTG 3.80 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes EU1 TULARE TUL-1227 50-60 FLKTL 3.80 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)5312-02 TULARE TUL-1265 DBTG 3.80 0.00 FS XRF 377700 4057600 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 7243E TULARE TUL-0024 120-130 DBTG 3.80 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)1349-24-808 TULARE TUL-0024 30" BIF 3.80 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) OV-244.5 INYO INY-1756 SURFACE DBTG 3.80 0.00 FS XRF pre-Quat pre-Quat Badland OV-244.7 INYO INY-1756 SURFACE DBTG 3.80 0.00 FS XRF pre-Quat pre-Quat Badland OV-244.5 INYO INY-1756 SURFACE DBTG 3.80 0.00 FS XRF pre-Quat pre-Quat Badland OV-244.7 INYO INY-1756 SURFACE DBTG 3.80 0.00 FS XRF pre-Quat pre-Quat Badland W-2-2356 KER KER-0116 EU 14, 30-40 core 3.90 Fish Springs 285579 3895651 83 Holocene latest-Holo Kimberlina fine sandy loam, 2 to 5 percent slopes 88-5-10 FRESNO 88A-5 DBTG 3.90 0.00 FS XRF 371170 4090950 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5354-03 FRESNO FRE-2168 DBTG 3.90 0.00 FS XRF 361730 4106500 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)405 INYO INY-3802/H SSC; N44/E74 0-10 DBTG 3.90 0.00 FS VIS 397960 4065000 11 Holocene Early-Holo Winnedumah fine sandy loam, 0 to 2 percent slopes 50 INYO INY-4663 SCU; N5/W25 DBTG 3.90 0.00 FS XRF 398880 4063260 11 Holocene Early-Holo Winnedumah fine sandy loam, 0 to 2 percent slopes269 INYO INY-5212 CU; N21/E4 30-40 DBTG 3.90 0.00 FS XRF 398500 4064130 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes227-1-264f INYO INY-5275 Locus D1 DBTG 3.90 0.00 FS VIS 390300 4095080 27 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 227-1-265g INYO INY-5275 Locus D2 DBTG 3.90 0.00 FS VIS 390300 4095080 27 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 227-1-205a INYO INY-5276 DBTG 3.90 0.00 FS VIS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes 251-1-10 INYO INY-5758 N6.6/W2.5 SURF DBTG 3.90 0.00 FS VIS 394598 4070763 83 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes251-1-13 INYO INY-5758 S15/W15 B DBTG 3.90 0.00 FS VIS 394598 4070763 83 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes252-10-330a INYO INY-5759 S48.5/W82 0-10 DBTG 3.90 0.00 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopesEU1 TULARE TUL-1227 60-70 DBTG 3.90 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)81-230-057-001 INYO INY-5277 - - PRJPT 3.90 FS 389490 4086680 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes88-4-13 FRESNO 88A-4 DBTG 4.00 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5355-05 FRESNO FRE-2169 DBTG 4.00 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)5357 FRESNO FRE-2169 BIF 4.00 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)5359 FRESNO FRE-2169 PRJPT 4.00 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 395 INYO INY-3802/H CU; N15/W6 50-60 DBTG 4.00 0.00 FS VIS 397960 4065000 11 Holocene Early-Holo Winnedumah fine sandy loam, 0 to 2 percent slopes 250-1-79b INYO INY-5757 S15/W15 D DBTG 4.00 0.00 FS VIS 393561 4072605 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopesEU3 TULARE TUL-1227 100-110 DBTG 4.00 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)7240C TULARE TUL-0024 90-100 DBTG 4.00 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 10555A TULARE TUL-0072 120-130 DBTG 4.00 0.00 FS XRF 339125 4042235 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316) 0-2626CC INYO INY-1700 N1/E10 30-40 DBTG 4.00 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-2626CC INYO INY-1700 N1/E10 30-40 DBTG 4.00 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes5355-01 FRESNO FRE-2169 DBTG 4.10 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)5355-07 FRESNO FRE-2169 DBTG 4.10 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)5355-10 FRESNO FRE-2169 DBTG 4.10 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)227-1-264g INYO INY-5275 Locus D1 DBTG 4.10 0.00 FS VIS 390300 4095080 27 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 227-1-205c INYO INY-5276 DBTG 4.10 0.00 FS VIS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes 0-1905CC INYO INY-1700 STRUCTURE 3 DBTG 4.10 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-1905CC INYO INY-1700 STRUCTURE 3 DBTG 4.10 0.00 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes81-230-050-001 INYO INY-5277 - - PRJPT 4.10 FS 389490 4086680 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes88-4-06 FRESNO 88A-4 DBTG 4.20 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 00374 FRESNO FRE-1044 10 PRJPT 4.20 0.00 FS XRF 309400 4102000 11 pre-Quat pre-Quat SHAVER FAMILY, 5 TO 35 PERCENT SLOPES 227-1-205b INYO INY-5276 DBTG 4.20 0.00 FS VIS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes 227-1-210c INYO INY-5281 DBTG 4.20 0.00 FS VIS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes252-10-330c INYO INY-5759 S48.5/W82 0-10 DBTG 4.20 0.00 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopesEU4 TULARE TUL-1227 70-80 DBTG 4.20 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)
994
Appendix D. Fish Springs Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group source UTM E UTM N NAD Zone age1 age2 muname EU5 TULARE TUL-1227 60-70 DBTG 4.20 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) EU5 TULARE TUL-1227 70-80 DBTG 4.20 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) EU5 TULARE TUL-1227 80-90 DBTG 4.20 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)EU1 TULARE TUL-1227 60-70 DBTG 4.20 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)7238B TULARE TUL-0024 70-80 DBTG 4.20 5.10 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)88-4-16 FRESNO 88A-4 DBTG 4.30 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 00484 FRESNO FRE-1964 20 BIF 4.30 0.00 FS XRF 307800 4102200 11 pre-Quat pre-Quat SHAVER FAMILY, 5 TO 35 PERCENT SLOPES 00484 FRESNO FRE-1964 20 BIF 4.30 0.00 FS XRF 307800 4102200 11 pre-Quat pre-Quat SHAVER FAMILY, 5 TO 35 PERCENT SLOPES227-1-236f INYO INY-3794 SUR DBTG 4.30 0.00 FS VIS 390480 4099840 11 Holocene late-Holo Mazourka-Slickspots-Cajon complex, 0 to 2 percent slopes 227-1-205d INYO INY-5276 DBTG 4.30 0.00 FS VIS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes5317 TULARE TUL-1265 BIF 4.30 0.00 FS XRF 377700 4057600 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 7235E TULARE TUL-0024 40-50 DBTG 4.30 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7248A TULARE TUL-0024 170-180 DBTG 4.30 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 88-5-07 FRESNO 88A-5 DBTG 4.40 0.00 FS XRF 371170 4090950 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5369 FRESNO FRE-2169 BIF 4.40 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)227-1-212j INYO INY-5282 DBTG 4.40 0.00 FS VIS 390050 4093000 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 250-1-79a INYO INY-5757 S15/W15 D DBTG 4.40 0.00 FS VIS 393561 4072605 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes 256-10-405d INYO INY-5764 S2/W2 40-50 DBTG 4.40 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopesEU1 TULARE TUL-1227 70-80 DBTG 4.40 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)7243B TULARE TUL-0024 120-130 DBTG 4.40 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)10549A TULARE TUL-0072 60-70 DBTG 4.40 0.00 FS XRF 339125 4042235 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316) 81-240-1-214 INYO INY-5281 N38.9/W12.5 - PRJPT 4.43 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 88-4-05 FRESNO 88A-4 DBTG 4.50 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5367 FRESNO FRE-2169 PRJPT 4.50 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 405 INYO INY-3802/H SSC; N44/E74 0-10 DBTG 4.50 9.20 FS VIS 397960 4065000 11 Holocene Early-Holo Winnedumah fine sandy loam, 0 to 2 percent slopes 243 INYO INY-5212 CU; N23/E6 40-50 DBTG 4.50 0.00 FS XRF 398500 4064130 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes227-1-259a INYO INY-5273/H Locus DBTG 4.50 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 227-1-265d INYO INY-5275 Locus D2 DBTG 4.50 0.00 FS VIS 390300 4095080 27 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 227-1-206g INYO INY-5277 DBTG 4.50 0.00 FS VIS 389490 4086680 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes227-1-209f INYO INY-5280 DBTG 4.50 0.00 FS VIS 389780 4091780 11 Holocene Early-Holo Pokonahbe loamy fine sand, 0 to 2 percent slopes 227-1-212h INYO INY-5282 DBTG 4.50 0.00 FS VIS 390050 4093000 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes5255-04 TULARE TUL-1252 BIF 4.50 0.00 FS XRF 351750 4023650 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5232-03 TULARE TUL-1258 DBTG 4.50 0.00 FS XRF 349850 4063950 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727) 7239C TULARE TUL-0024 80-90 DBTG 4.50 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 10545A TULARE TUL-0072 20-30 DBTG 4.50 0.00 FS VIS 339125 4042235 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316) 88-5-15 FRESNO 88A-5 DBTG 4.60 0.00 FS XRF 371170 4090950 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5354-01 FRESNO FRE-2168 DBTG 4.60 0.00 FS XRF 361730 4106500 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)5355-03 FRESNO FRE-2169 DBTG 4.60 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)227-1-212i INYO INY-5282 DBTG 4.60 0.00 FS VIS 390050 4093000 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 7241D TULARE TUL-0024 100-110 DBTG 4.60 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)349-321 MONO A81 SUR SUR BIF 4.70 0.00 FS XRF 335594 4174827 83 Volcanics Latest Holocene Ash/Pumice Vitrandic Xeropsamments, warm-Rock outcrop complex, 15 to 60 percent slopes. 00469 FRESNO FRE-1360 50 PRJPT 4.70 0.00 FS XRF 308100 4102600 11 pre-Quat pre-Quat SIRRETTA FAMILY-ROCK OUTCROP COMPLEX, 15 TO 45 PERCENT SLOPES 264 INYO INY-5275 3C D DBTG 4.70 0.00 FS XRF 390300 4095080 27 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 227-1-212c INYO INY-5282 DBTG 4.70 0.00 FS VIS 390050 4093000 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 256-10-387b INYO INY-5764 S2/W2 0-10 DBTG 4.70 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes256-10-450b INYO INY-5764 S18/W97.5 20-30 DBTG 4.70 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes5311-15 TULARE TUL-1264 DBTG 4.70 0.00 FS XRF 377720 4057635 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 88-5-12 FRESNO 88A-5 DBTG 4.80 0.00 FS XRF 371170 4090950 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 227-1-259h INYO INY-5273/H Locus DBTG 4.80 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 227-1-259e INYO INY-5273/H Locus DBTG 4.80 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes227-1-265i INYO INY-5275 Locus D2 DBTG 4.80 0.00 FS VIS 390300 4095080 27 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 227-1-209e INYO INY-5280 DBTG 4.80 0.00 FS VIS 389780 4091780 11 Holocene Early-Holo Pokonahbe loamy fine sand, 0 to 2 percent slopes 227-1-209d INYO INY-5280 DBTG 4.80 0.00 FS VIS 389780 4091780 11 Holocene Early-Holo Pokonahbe loamy fine sand, 0 to 2 percent slopes227-1-210d INYO INY-5281 DBTG 4.80 0.00 FS VIS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes250-10-133a INYO INY-5757 S15/W15 0-10 DBTG 4.80 0.00 FS VIS 393561 4072605 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes252-10-330e INYO INY-5759 S48.5/W82 0-10 DBTG 4.80 0.00 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopes 254-1-15b INYO INY-5762 N6.6/W42 SURF DBTG 4.80 0.00 FS VIS 391693 4075686 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes 256-10-450a INYO INY-5764 S18/W97.5 20-30 DBTG 4.80 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes 7248C TULARE TUL-0024 170-180 DBTG 4.80 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 10544A TULARE TUL-0072 10-20 DBTG 4.80 0.00 FS VIS 339125 4042235 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316) 88-5-06 FRESNO 88A-5 DBTG 4.90 0.00 FS XRF 371170 4090950 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 88-5-13 FRESNO 88A-5 DBTG 4.90 0.00 FS XRF 371170 4090950 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 227-1-206d INYO INY-5277 DBTG 4.90 0.00 FS VIS 389490 4086680 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes
995
Appendix D. Fish Springs Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group source UTM E UTM N NAD Zone age1 age2 muname 227-1-206e INYO INY-5277 DBTG 4.90 0.00 FS VIS 389490 4086680 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 227-1-209c INYO INY-5280 DBTG 4.90 0.00 FS VIS 389780 4091780 11 Holocene Early-Holo Pokonahbe loamy fine sand, 0 to 2 percent slopes 227-1-212d INYO INY-5282 BIF 4.90 0.00 FS VIS 390050 4093000 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes252-10-330b INYO INY-5759 S48.5/W82 0-10 DBTG 4.90 0.00 FS VIS 391523 4075862 83 Older Pleist. Older Pleist Tinemaha gravelly loamy coarse sand, moist, 5 to 15 percent slopes 256-10-405a INYO INY-5764 S2/W2 40-50 DBTG 4.90 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes7234E TULARE TUL-0024 30-40 DBTG 4.90 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7241B TULARE TUL-0024 100-110 DBTG 4.90 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7242B TULARE TUL-0024 110-120 DBTG 4.90 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)88-5-16 FRESNO 88A-5 DBTG 5.00 0.00 FS XRF 371170 4090950 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 595 INYO INY-3782/H CU; S66/W212 30-40 DBTG 5.00 0.00 FS VIS 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes 227-1-236e INYO INY-3794 SUR DBTG 5.00 0.00 FS VIS 390480 4099840 11 Holocene late-Holo Mazourka-Slickspots-Cajon complex, 0 to 2 percent slopes227-1-265f INYO INY-5275 Locus D2 DBTG 5.00 0.00 FS VIS 390300 4095080 27 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 227-1-209b INYO INY-5280 DBTG 5.00 0.00 FS VIS 389780 4091780 11 Holocene Early-Holo Pokonahbe loamy fine sand, 0 to 2 percent slopes 254-1-28 INYO INY-5762 N23.1/W3 SURF DBTG 5.00 0.00 FS VIS 391693 4075686 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes256-10-405c INYO INY-5764 S2/W2 40-50 DBTG 5.00 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes EU1 TULARE TUL-1227 70-80 DBTG 5.00 0.00 FS XRF 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) 7237E TULARE TUL-0024 60-70 DBTG 5.00 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7242C TULARE TUL-0024 110-120 DBTG 5.00 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 81-244-1-542 INYO INY-5276 S75/W150 A PRJPT 5.01 FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes 595 INYO INY-3782/H CU; S66/W212 30-40 DBTG 5.10 0.00 FS XRF 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes 227-1-236b INYO INY-3794 SUR DBTG 5.10 0.00 FS VIS 390480 4099840 11 Holocene late-Holo Mazourka-Slickspots-Cajon complex, 0 to 2 percent slopes54 INYO INY-4663 SCU; N0/W20 DBTG 5.10 0.00 FS VIS 398880 4063260 11 Holocene Early-Holo Winnedumah fine sandy loam, 0 to 2 percent slopes249-10-239a INYO INY-5397 N79.5/E89 20-40 DBTG 5.10 0.00 FS VIS 393311 4073226 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes 5316 TULARE TUL-1265 PRJPT 5.10 0.00 FS XRF 377700 4057600 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)7230A TULARE TUL-0024 0-10 DBTG 5.10 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7239D TULARE TUL-0024 80-90 DBTG 5.10 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 10544B TULARE TUL-0072 10-20 DBTG 5.10 0.00 FS VIS 339125 4042235 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316) 10546B TULARE TUL-0072 30-40 DBTG 5.10 0.00 FS VIS 339125 4042235 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316)0-192AA INYO PINYON HOUSE STRUCTURE 14 DBTG 5.10 2.00 FS XRF pre-Quat pre-Quat Sanpete-Theriot families complex, 5 to 60 percent slopes. 88-5-09 FRESNO 88A-5 DBTG 5.20 0.00 FS XRF 371170 4090950 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 88-5-11 FRESNO 88A-5 DBTG 5.20 0.00 FS XRF 371170 4090950 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 227-1-236a INYO INY-3794 SUR DBTG 5.20 0.00 FS VIS 390480 4099840 11 Holocene late-Holo Mazourka-Slickspots-Cajon complex, 0 to 2 percent slopes 162 INYO INY-5248/H 3A PRJPT 5.20 0.00 FS XRF 363560 4128850 11 LtP latest-Pleist Nanamkin family-Rock outcrop complex, 15 to 60 percent slopes. 227-1-259c INYO INY-5273/H Locus DBTG 5.20 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 227-1-259g INYO INY-5273/H Locus DBTG 5.20 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes227-1-259b INYO INY-5273/H Locus DBTG 5.20 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes227-1-259d INYO INY-5273/H Locus DBTG 5.20 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes227-1-206h INYO INY-5277 DBTG 5.20 0.00 FS VIS 389490 4086680 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes227-1-206j INYO INY-5277 DBTG 5.20 0.00 FS VIS 389490 4086680 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes255-10-834a INYO INY-5763 S80/W30 0-10 DBTG 5.20 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes 5317 TULARE TUL-1265 BIF 5.20 0.00 FS XRF 377700 4057600 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 7240E TULARE TUL-0024 90-100 DBTG 5.20 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7242D TULARE TUL-0024 110-120 DBTG 5.20 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7245C TULARE TUL-0024 140-150 DBTG 5.20 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7246D TULARE TUL-0024 150-160 DBTG 5.20 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)349-659 MONO F160 SUR SUR BIF 5.20 0.00 FS XRF 338458 4180751 83 Holocene late-Holo Watterson gravelly sandy loam, 4 to 15 percent slopes81-240-1-42 INYO INY-5281 S10.8/W20 - PRJPT 5.25 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes88-5-03 FRESNO 88A-5 DBTG 5.30 0.00 FS XRF 371170 4090950 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 88-5-04 FRESNO 88A-5 DBTG 5.30 0.00 FS XRF 371170 4090950 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 88-5-14 FRESNO 88A-5 DBTG 5.30 0.00 FS XRF 371170 4090950 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 227-1-261 INYO INY-5275 PRJPT 5.30 0.00 FS VIS 390300 4095080 27 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 227-1-206i INYO INY-5277 DBTG 5.30 0.00 FS VIS 389490 4086680 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes227-1-206c INYO INY-5277 DBTG 5.30 0.00 FS VIS 389490 4086680 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 10546C TULARE TUL-0072 30-40 DBTG 5.30 0.00 FS VIS 339125 4042235 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316) 81-240-10-599 INYO INY-5281 N2/E35 20-30 DRILL 5.37 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 88-5-02 FRESNO 88A-5 DBTG 5.40 0.00 FS XRF 371170 4090950 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 92-1-FW-317 FRESNO FRE-0061 N83;W7 40-45 BIF 5.40 0.00 FS VIS 287505 4066367 83 Holocene latest-Holo Foster loam 227-1-236d INYO INY-3794 SUR DBTG 5.40 0.00 FS VIS 390480 4099840 11 Holocene late-Holo Mazourka-Slickspots-Cajon complex, 0 to 2 percent slopes 243 INYO INY-5212 CU; N23/E6 40-50 DBTG 5.40 0.00 FS XRF 398500 4064130 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes271 INYO INY-5246 3A F DBTG 5.40 0.00 FS XRF 364140 4129150 83 LtP latest-Pleist Nanamkin family-Rock outcrop complex, 15 to 60 percent slopes. 254-1-13 INYO INY-5762 S11.4/W39 SURF DBTG 5.40 0.00 FS VIS 391693 4075686 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes 254-1-43 INYO INY-5762 N10.1/E38 SURF DBTG 5.40 0.00 FS VIS 391693 4075686 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes256-10-405b INYO INY-5764 S2/W2 40-50 DBTG 5.40 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes
996
Appendix D. Fish Springs Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group source UTM E UTM N NAD Zone age1 age2 muname EU3 TULARE TUL-1227 10-20 DBTG 5.40 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733)7229A TULARE TUL-0024 10-20 DBTG 5.40 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7229D TULARE TUL-0024 10-20 DBTG 5.40 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7242E TULARE TUL-0024 110-120 DBTG 5.40 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7246C TULARE TUL-0024 150-160 DBTG 5.40 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7247B TULARE TUL-0024 170-180 DBTG 5.40 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7249B TULARE TUL-0024 180-190 DBTG 5.40 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7252A TULARE TUL-0024 210-220 DBTG 5.40 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)81-230-028-001 INYO INY-5277 - - PRJPT 5.40 FS 389490 4086680 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes215 INYO INY-3782/H CU; N5/E10.25 20-30 DBTG 5.50 0.00 FS VIS 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes 227-1-236c INYO INY-3794 SUR DBTG 5.50 0.00 FS VIS 390480 4099840 11 Holocene late-Holo Mazourka-Slickspots-Cajon complex, 0 to 2 percent slopes227-1-249b INYO INY-5268 DBTG 5.50 0.00 FS VIS 390540 4099030 83 11 Holocene late-Holo Winerton-Hessica complex, 0 to 2 percent slopes251-1-11 INYO INY-5758 S3.6/E4.7 SURF DBTG 5.50 0.00 FS VIS 394598 4070763 83 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes7229E TULARE TUL-0024 10-20 DBTG 5.50 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7234D TULARE TUL-0024 30-40 DBTG 5.50 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 349-675 MONO F162 SUR SUR BIF 5.50 0.00 FS XRF 339501 4180278 83 Volcanics Latest Holocene Ash/Pumice Brantel gravelly coarse sand, 2 to 8 percent slopes 81-230-043-001 INYO INY-5277 - - PRJPT 5.50 FS 389490 4086680 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes5362 FRESNO FRE-2169 BIF 5.60 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)227-1-236h INYO INY-3794 SUR DBTG 5.60 0.00 FS VIS 390480 4099840 11 Holocene late-Holo Mazourka-Slickspots-Cajon complex, 0 to 2 percent slopes 227-1-259f INYO INY-5273/H Locus DBTG 5.60 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 227-1-206f INYO INY-5277 DBTG 5.60 0.00 FS VIS 389490 4086680 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 7229B TULARE TUL-0024 10-20 DBTG 5.60 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7231A TULARE TUL-0024 0-10 DBTG 5.60 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7231D TULARE TUL-0024 0-10 DBTG 5.60 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7233D TULARE TUL-0024 20-30 DBTG 5.60 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7237C TULARE TUL-0024 60-70 DBTG 5.60 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7245B TULARE TUL-0024 140-150 DBTG 5.60 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7248B TULARE TUL-0024 170-180 DBTG 5.60 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7248D TULARE TUL-0024 170-180 DBTG 5.60 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 10547B TULARE TUL-0072 40-50 DBTG 5.60 0.00 FS XRF 339125 4042235 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316) 189 INYO INY-3782/H STU; N5/E10 40-50 DBTG 5.70 0.00 FS VIS 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes 603 INYO INY-3782/H CU; S67/W212 30-40 DBTG 5.70 0.00 FS XRF 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes243 INYO INY-5212 CU; N23/E6 40-50 DBTG 5.70 0.00 FS VIS 398500 4064130 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes227-1-243j INYO INY-5267 DBTG 5.70 0.00 FS VIS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 227-1-257e INYO INY-5273/H Locus DBTG 5.70 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 227-1-259i INYO INY-5273/H Locus DBTG 5.70 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes264 INYO INY-5275 3C F DBTG 5.70 0.00 FS XRF 390300 4095080 27 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 255-10-770a INYO INY-5763 S80/W30 0-10 DBTG 5.70 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes 7233C TULARE TUL-0024 20-30 DBTG 5.70 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 81-230-048-001 INYO INY-5277 - - PRJPT 5.70 FS 389490 4086680 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes81-248-1-5 INYO INY-5267 S10.5/E127 - PRJPT 5.78 FS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes81-240-10-660 INYO INY-5281 N0/W63 50-60 cm PRJPT 5.79 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 349-257 MONO A55 SUR SUR PRJPT 5.80 0.00 FS XRF 335279 4174189 83 Volcanics Latest Holocene Ash/Pumice Vitrandic Xeropsamments, warm, 0 to 15 percent slopes. 599 INYO INY-3782/H CU; S67/W212 0-10 DBTG 5.80 0.00 FS XRF 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes 20-1 INYO INY-3782/H SURFACE BIF 5.80 0.00 FS XRF 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes243 INYO INY-5212 CU; N23/E6 40-50 DBTG 5.80 0.00 FS XRF 398500 4064130 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes227-1-207a INYO INY-5278 DBTG 5.80 0.00 FS VIS 389600 4090025 11 Holocene Early-Holo Pokonahbe loamy fine sand, 0 to 2 percent slopes249-10-236b INYO INY-5397 N79.5/E89 0-20 DBTG 5.80 0.00 FS VIS 393311 4073226 Holocene latest-Holo Inyo gravelly loamy coarse sand, 0 to 5 percent slopes 222 INYO INY-3782/H CU; N5/E10.25 50-60 DBTG 5.90 0.00 FS VIS 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes 227 INYO INY-3782/H CU; N5/E10.25 70-80 FLKTL 5.90 0.00 FS XRF 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes597 INYO INY-3782/H CU; S66/W212 40-50 DBTG 5.90 0.00 FS XRF 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes227-1-236j INYO INY-3794 SUR DBTG 5.90 0.00 FS VIS 390480 4099840 11 Holocene late-Holo Mazourka-Slickspots-Cajon complex, 0 to 2 percent slopes227-1-259j INYO INY-5273/H Locus DBTG 5.90 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 227-1-265c INYO INY-5275 Locus D2 DBTG 5.90 0.00 FS VIS 390300 4095080 27 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 254-1-47 INYO INY-5762 N6.3/E49.8 SURF DBTG 5.90 0.00 FS VIS 391693 4075686 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes 255-10-859a INYO INY-5763 N29/E71 10-20 DBTG 5.90 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes7230C TULARE TUL-0024 0-10 DBTG 5.90 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7232A TULARE TUL-0024 10-20 DBTG 5.90 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7237A TULARE TUL-0024 60-70 DBTG 5.90 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7243D TULARE TUL-0024 120-130 DBTG 5.90 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7244C TULARE TUL-0024 130-140 DBTG 5.90 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7248F TULARE TUL-0024 170-180 DBTG 5.90 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)8293A TULARE TUL-0028 30-40 DBTG 5.90 0.00 FS VIS 338780 4042480 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316)
997
Appendix D. Fish Springs Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group source UTM E UTM N NAD Zone age1 age2 muname 10545B TULARE TUL-0072 20-30 DBTG 5.90 0.00 FS VIS 339125 4042235 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316) 81-230-056-001 INYO INY-5277 - - PRJPT 5.90 FS 389490 4086680 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes81-244-1-6 INYO INY-5276 S133.2/W60.1 - PRJPT 5.92 FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes 81-240-10-553 INYO INY-5281 S30/W30 20-40 PRJPT 5.99 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 95 INYO INY-4663 SSC; N9/W36 0-10 DBTG 6.00 0.00 FS VIS 398880 4063260 11 Holocene Early-Holo Winnedumah fine sandy loam, 0 to 2 percent slopes 242 INYO INY-5267 3C PRJPT 6.00 0.00 FS XRF 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 5319 TULARE TUL-1265 BIF 6.00 0.00 FS XRF 377700 4057600 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 10543C TULARE TUL-0072 0-10 DBTG 6.00 0.00 FS XRF 339125 4042235 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316) 10546A TULARE TUL-0072 30-40 DBTG 6.00 0.00 FS VIS 339125 4042235 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316)588 INYO INY-3782/H CU; S66/W212 0-10 DBTG 6.10 0.00 FS XRF 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes 603 INYO INY-3782/H CU; S67/W212 30-40 DBTG 6.10 0.00 FS XRF 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes20-4 INYO INY-3782/H SURFACE BIF 6.10 0.00 FS XRF 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes227-1-238i INYO INY-5269 DBTG 6.10 0.00 FS VIS 390530 4098900 11 Holocene late-Holo Winerton-Hessica complex, 0 to 2 percent slopes227-1-265b INYO INY-5275 Locus D2 DBTG 6.10 0.00 FS VIS 390300 4095080 27 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 227-1-265e INYO INY-5275 Locus D2 DBTG 6.10 0.00 FS VIS 390300 4095080 27 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes255-10-834c INYO INY-5763 S35/W195 0-10 DBTG 6.10 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes 255-10-834e INYO INY-5763 S35/W195 0-10 DBTG 6.10 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes7234C TULARE TUL-0024 30-40 DBTG 6.10 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7244D TULARE TUL-0024 130-140 DBTG 6.10 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7247A TULARE TUL-0024 170-180 DBTG 6.10 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 588 INYO INY-3782/H CU; S66/W212 0-10 DBTG 6.20 0.00 FS XRF 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes 7233A TULARE TUL-0024 20-30 DBTG 6.20 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7243C TULARE TUL-0024 120-130 DBTG 6.20 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7246A TULARE TUL-0024 150-160 DBTG 6.20 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7246B TULARE TUL-0024 150-160 DBTG 6.20 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)81-240-10-542 INYO INY-5281 N60/W58.5 40-60 cm PRJPT 6.27 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 349-251 MONO A53 SUR SUR PRJPT 6.30 0.00 FS XRF 335377 4174264 83 Volcanics Latest Holocene Ash/Pumice Vitrandic Xeropsamments, warm, 0 to 15 percent slopes. 227-1-236i INYO INY-3794 SUR DBTG 6.30 0.00 FS VIS 390480 4099840 11 Holocene late-Holo Mazourka-Slickspots-Cajon complex, 0 to 2 percent slopes 227-1-243i INYO INY-5267 DBTG 6.30 0.00 FS VIS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 246 INYO INY-5268 3C PRJPT 6.30 0.00 FS XRF 390540 4099030 83 11 Holocene late-Holo Winerton-Hessica complex, 0 to 2 percent slopes 227-1-238c INYO INY-5269 DBTG 6.30 0.00 FS VIS 390530 4098900 11 Holocene late-Holo Winerton-Hessica complex, 0 to 2 percent slopes227-1-238f INYO INY-5269 DBTG 6.30 0.00 FS VIS 390530 4098900 11 Holocene late-Holo Winerton-Hessica complex, 0 to 2 percent slopes254-10-64a INYO INY-5762 S6.5/E48 0-10 DBTG 6.30 0.00 FS VIS 391693 4075686 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes7238C TULARE TUL-0024 70-80 DBTG 6.30 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7240D TULARE TUL-0024 90-100 DBTG 6.30 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7245A TULARE TUL-0024 140-150 DBTG 6.30 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 0-2352CB INYO INY-1700 STRUCTURE 9 DBTG 6.30 3.10 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes 0-2352CB INYO INY-1700 STRUCTURE 9 DBTG 6.30 3.10 FS XRF 384317 4101876 83 pre-Quat pre-Quat Whitewolf-Toquerville families association, 15 to 50 percent slopes0-1707CA INYO PINYON HOUSE DBTG 6.30 0.00 FS XRF pre-Quat pre-Quat Sanpete-Theriot families complex, 5 to 60 percent slopes. 81-240-1-47 INYO INY-5281 N11.5/W0.9 - PRJPT 6.31 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes88-5-02 FRESNO 88A-5 DBTG 6.40 0.00 FS XRF 371170 4090950 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 20-2 INYO INY-3782/H SURFACE BIF 6.40 0.00 FS XRF 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes 227-1-249a INYO INY-5268 DBTG 6.40 0.00 FS VIS 390540 4099030 83 11 Holocene late-Holo Winerton-Hessica complex, 0 to 2 percent slopes227-1-238a INYO INY-5269 DBTG 6.40 0.00 FS VIS 390530 4098900 11 Holocene late-Holo Winerton-Hessica complex, 0 to 2 percent slopes255-10-834b INYO INY-5763 S35/W195 0-10 DBTG 6.40 0.00 FS VIS 390882 4076911 83 Holocene Early-Holo Shabbell sandy loam, 0 to 2 percent slopes7238D TULARE TUL-0024 70-80 DBTG 6.40 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 81-231-027-001 INYO INY-5278 - - PRJPT 6.40 FS 389600 4090025 11 Holocene Early-Holo Pokonahbe loamy fine sand, 0 to 2 percent slopes 20-3 INYO INY-3782/H SURFACE BIF 6.50 0.00 FS XRF 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes269 INYO INY-5212 CU; N21/E4 30-40 DBTG 6.50 0.00 FS VIS 398500 4064130 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes227-1-243h INYO INY-5267 DBTG 6.50 0.00 FS VIS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 227-1-243c INYO INY-5267 DBTG 6.50 0.00 FS VIS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 227-1-238d INYO INY-5269 DBTG 6.50 0.00 FS VIS 390530 4098900 11 Holocene late-Holo Winerton-Hessica complex, 0 to 2 percent slopes 227-1-220b INYO INY-5271 DBTG 6.50 0.00 FS VIS 390600 4097880 11 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 220 INYO INY-5271 3C D DBTG 6.50 0.00 FS XRF 390600 4097880 11 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 7244A TULARE TUL-0024 130-140 DBTG 6.50 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7244E TULARE TUL-0024 130-140 DBTG 6.50 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)81-232-010-001 INYO INY-5280 - - PRJPT 6.50 FS 389780 4091780 11 Holocene Early-Holo Pokonahbe loamy fine sand, 0 to 2 percent slopes 574 INYO INY-3782/H CU; S53/W221 30-40 PRJPT 6.60 0.00 FS XRF 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes588 INYO INY-3782/H CU; S66/W212 0-10 DBTG 6.60 0.00 FS VIS 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes28 INYO INY-5303 3C PRJPT 6.60 0.00 FS XRF 407890 4048260 11 Holocene Early-Holo Winnedumah silt loam, 0 to 2 percent slopes7236C TULARE TUL-0024 50-60 DBTG 6.60 7.50 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 222 INYO INY-3782/H CU; N5/E10.25 50-60 DBTG 6.70 0.00 FS VIS 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes 240 INYO INY-5212 CU; N23/E6 30-40 DBTG 6.70 0.00 FS VIS 398500 4064130 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes
998
Appendix D. Fish Springs Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group source UTM E UTM N NAD Zone age1 age2 muname 227-1-243g INYO INY-5267 DBTG 6.70 0.00 FS VIS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 249 INYO INY-5268 3C H DBTG 6.70 0.00 FS XRF 390540 4099030 83 11 Holocene late-Holo Winerton-Hessica complex, 0 to 2 percent slopes 227-1-238h INYO INY-5269 DBTG 6.70 0.00 FS VIS 390530 4098900 11 Holocene late-Holo Winerton-Hessica complex, 0 to 2 percent slopes227-1-197f INYO INY-5272 DBTG 6.70 0.00 FS VIS 390550 4098180 11 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 252 INYO INY-5273/H 3C PRJPT 6.70 0.00 FS XRF 390700 4097025 83 11 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 7242A TULARE TUL-0024 110-120 DBTG 6.70 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 220 INYO INY-3782/H CU; N5/E10.25 40-50 DBTG 6.80 0.00 FS VIS 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes 227-1-243d INYO INY-5267 DBTG 6.80 0.00 FS VIS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 227-1-243a INYO INY-5267 DBTG 6.80 0.00 FS VIS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 227-1-243b INYO INY-5267 DBTG 6.80 0.00 FS VIS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes227-1-197g INYO INY-5272 DBTG 6.80 0.00 FS VIS 390550 4098180 11 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes81-240-1-131 INYO INY-5281 N9.3/E13.2 - PRJPT 6.86 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes227-1-236g INYO INY-3794 SUR DBTG 6.90 0.00 FS VIS 390480 4099840 11 Holocene late-Holo Mazourka-Slickspots-Cajon complex, 0 to 2 percent slopes 240 INYO INY-5212 CU; N23/E6 30-40 DBTG 6.90 0.00 FS VIS 398500 4064130 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes227-1-243e INYO INY-5267 DBTG 6.90 0.00 FS VIS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 249 INYO INY-5268 3C A DBTG 6.90 0.00 FS XRF 390540 4099030 83 11 Holocene late-Holo Winerton-Hessica complex, 0 to 2 percent slopes 227-1-197c INYO INY-5272 DBTG 6.90 0.00 FS VIS 390550 4098180 11 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes EU1 TULARE TUL-1227 90-100 DBTG 6.90 0.00 FS VIS 341460 4051950 11 pre-Quat pre-Quat ROCK OUTCROP-GERLE-LUMBERLY (CA733) 88-4-05 FRESNO 88A-4 DBTG 7.00 0.00 FS XRF 370460 4096400 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 5362 FRESNO FRE-2169 BIF 7.00 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)7231E TULARE TUL-0024 0-10 DBTG 7.00 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)92-1-FW-160 FRESNO FRE-0061 N143;E3/20-30 20-30 BIF 7.10 0.00 FS VIS 287505 4066367 83 Holocene latest-Holo Foster loam269 INYO INY-5212 CU; N21/E4 30-40 DBTG 7.10 0.00 FS VIS 398500 4064130 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes 249 INYO INY-5268 3C E DBTG 7.10 0.00 FS XRF 390540 4099030 83 11 Holocene late-Holo Winerton-Hessica complex, 0 to 2 percent slopes227-1-238e INYO INY-5269 DBTG 7.10 0.00 FS VIS 390530 4098900 11 Holocene late-Holo Winerton-Hessica complex, 0 to 2 percent slopes254-1-32 INYO INY-5762 N29.1/W2 SURF DBTG 7.10 0.00 FS VIS 391693 4075686 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes7239B TULARE TUL-0024 80-90 DBTG 7.10 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7247C TULARE TUL-0024 170-180 DBTG 7.10 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)5354-04 FRESNO FRE-2168 DBTG 7.20 0.00 FS XRF 361730 4106500 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)269 INYO INY-5212 CU; N21/E4 30-40 DBTG 7.20 0.00 FS XRF 398500 4064130 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes227-1-238g INYO INY-5269 DBTG 7.20 0.00 FS VIS 390530 4098900 11 Holocene late-Holo Winerton-Hessica complex, 0 to 2 percent slopes227-1-257d INYO INY-5273/H Locus DBTG 7.20 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 7246E TULARE TUL-0024 150-160 DBTG 7.20 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7248E TULARE TUL-0024 170-180 DBTG 7.20 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)257 INYO INY-3782/H SURFACE PRJPT 7.30 0.00 FS XRF 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes 227-1-197i INYO INY-5272 DBTG 7.30 0.00 FS VIS 390550 4098180 11 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes227-1-257f INYO INY-5273/H Locus DBTG 7.30 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 254-1-52 INYO INY-5762 N15.4/E5.6 SURF DBTG 7.30 0.00 FS VIS 391693 4075686 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes 0-333A INYO PINYON HOUSE STRUCTURE 4 DBTG 7.30 2.30 FS XRF pre-Quat pre-Quat Sanpete-Theriot families complex, 5 to 60 percent slopes. 275 INYO INY-3782/H SURFACE PRJPT 7.40 0.00 FS XRF 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes 588 INYO INY-3782/H CU; S66/W212 0-10 DBTG 7.40 0.00 FS XRF 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes227-1-197e INYO INY-5272 DBTG 7.40 0.00 FS VIS 390550 4098180 11 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 227-1-197h INYO INY-5272 DBTG 7.40 0.00 FS VIS 390550 4098180 11 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 227-1-257a INYO INY-5273/H Locus DBTG 7.40 0.00 FS VIS 390700 4097025 83 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 254-1-15a INYO INY-5762 N6.6/W42 SURF DBTG 7.40 0.00 FS VIS 391693 4075686 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes 254-10-61 INYO INY-5762 N17/E17 0-10 DBTG 7.40 0.00 FS VIS 391693 4075686 83 Holocene late-Holo Goodale-Cartago complex, 2 to 5 percent slopes7241C TULARE TUL-0024 100-110 DBTG 7.40 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)81-240-1-8 INYO INY-5281 N50.4/W94.8 - PRJPT 7.42 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 5369 FRESNO FRE-2169 BIF 7.50 0.00 FS XRF 360850 4106550 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861)220 INYO INY-5271 3C A DBTG 7.50 0.00 FS XRF 390600 4097880 11 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 5234 TULARE TUL-1258 FLKTL 7.50 0.00 FS XRF 349850 4063950 11 LtP latest-Pleist GERLE-TAHOMA VARIANT-ROCK OUTCROP (CA727)7236B TULARE TUL-0024 50-60 DBTG 7.50 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7241E TULARE TUL-0024 100-110 DBTG 7.50 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7243A TULARE TUL-0024 120-130 DBTG 7.50 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7575B TULARE TUL-0028 0-10 DBTG 7.50 0.00 FS VIS 338780 4042480 11 pre-Quat pre-Quat HOLLAND-ROCK OUTCROP-SHEEPHEAD (CA316)81-244-10-159 INYO INY-5276 N0/W91 20-40 PRJPT 7.53 FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes 227-1-238b INYO INY-5269 DBTG 7.70 0.00 FS VIS 390530 4098900 11 Holocene late-Holo Winerton-Hessica complex, 0 to 2 percent slopes 7229C TULARE TUL-0024 10-20 DBTG 7.70 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 249 INYO INY-5268 3C D DBTG 7.80 0.00 FS XRF 390540 4099030 83 11 Holocene late-Holo Winerton-Hessica complex, 0 to 2 percent slopes 249 INYO INY-5268 3C B DBTG 7.80 0.00 FS XRF 390540 4099030 83 11 Holocene late-Holo Winerton-Hessica complex, 0 to 2 percent slopes273 INYO INY-3782/H SURFACE PRJPT 7.90 0.00 FS XRF 398500 4064160 11 Holocene Early-Holo Rienhakel sand, 0 to 2 percent slopes227-1-197b INYO INY-5272 DBTG 7.90 0.00 FS VIS 390550 4098180 11 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 7235D TULARE TUL-0024 40-50 DBTG 7.90 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)
999
Appendix D. Fish Springs Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group source UTM E UTM N NAD Zone age1 age2 muname 7239A TULARE TUL-0024 80-90 DBTG 7.90 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 88-5-10 FRESNO 88A-5 DBTG 8.00 0.00 FS XRF 371170 4090950 11 pre-Quat pre-Quat ROCK OUTCROP-CRYUMBREPTS-TINKER (CA861) 1611-24-979 TULARE TUL-0024 48" NODULE 8.00 0.00 FS XRF 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 7245E TULARE TUL-0024 140-150 DBTG 8.10 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)81-248-1-149 INYO INY-5267 N0/W105 I PRJPT 8.10 FS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 81-248-1-130 INYO INY-5267 N79.5/W120.9 - PRJPT 8.11 FS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes227-1-197a INYO INY-5272 DBTG 8.20 0.00 FS VIS 390550 4098180 11 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes81-231-026-001 INYO INY-5278 - - PRJPT 8.30 FS 389600 4090025 11 Holocene Early-Holo Pokonahbe loamy fine sand, 0 to 2 percent slopes 81-244-1-55 INYO INY-5276 S24.1/W32.9 - PRJPT 8.32 FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes 227-1-220h INYO INY-5271 DBTG 8.40 0.00 FS VIS 390600 4097880 11 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 66 INYO INY-5294 3C I DBTG 8.40 0.00 FS XRF 411530 4047640 11 Holocene late-Holo Seaman-Yellowrock-Cajon complex, 0 to 2 percent slopes 7245D TULARE TUL-0024 140-150 DBTG 8.60 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)7249A TULARE TUL-0024 180-190 DBTG 8.60 0.00 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721) 81-240-1-262 INYO INY-5281 N0/E30 C PRJPT 8.99 FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes256-10-442a INYO INY-5764 S18/W97.5 10-20 DBTG 9.00 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes 81-244-1-2 INYO INY-5276 S77.4/W63.3 - PRJPT 9.06 FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes 56 INYO INY-1425/H 3B PRJPT 9.20 0.00 FS XRF 387480 4114850 11 Historic-Modern Hist-Mod Torrifluvents-Fluvaquentic Endoaquolls complex, 0 to 2 percent slopes 7244B TULARE TUL-0024 130-140 DBTG 9.40 11.70 FS VIS 341480 4043000 11 pre-Quat pre-Quat WOOLSTALF-ROCK OUTCROP-JOCAL (CA721)220 INYO INY-5271 3C E DBTG 9.50 0.00 FS XRF 390600 4097880 11 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes253 INYO INY-5273/H 3C PRJPT 9.50 0.00 FS XRF 390700 4097025 83 11 Holocene latest-Holo Shondow loam, 0 to 2 percent slopes 227-1-220a INYO INY-5271 DBTG 9.80 0.00 FS VIS 390600 4097880 11 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 227-1-220c INYO INY-5271 DBTG 10.20 0.00 FS VIS 390600 4097880 11 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes227-1-220d INYO INY-5271 DBTG 10.20 0.00 FS VIS 390600 4097880 11 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 256-10-422b INYO INY-5764 FEATURE 8 0-10 DBTG 11.80 0.00 FS VIS 390693 4076866 83 Older Pleist. Older Pleist Lubkin-Tinemaha complex, moist, 5 to 15 percent slopes 220 INYO INY-5271 3C C DBTG 12.60 0.00 FS XRF 390600 4097880 11 Holocene late-Holo Hesperia loamy sand, 0 to 2 percent slopes 81-248-1-9 INYO INY-5267 N3.3/E74.6 - PRJPT FS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes81-248-10-163 INYO INY-5267 N19/W95 20-40 DBTG FS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 81-248-10-173 INYO INY-5267 N18.5/W93 30-40 DBTG FS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes 81-248-10-173 INYO INY-5267 N18.5/W93 30-40 DBTG FS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes81-248-1-201 INYO INY-5267 N15/E75 D BIFACE FS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes81-248-10-488 INYO INY-5267 S170/E122 0-10 BIFACE FS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes81-248-10-497 INYO INY-5267 S170/E122 0-10 BIFACE FS 390510 4099280 83 11 Holocene latest-Holo Inyo sand, 0 to 9 percent slopes81-244-1-3 INYO INY-5276 S83.4/W68.4 - PRJPT FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes 81-244-1-5 INYO INY-5276 S122.1/W61.2 - PRJPT FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes 81-244-1-8 INYO INY-5276 S165/W60 B PRJPT FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes 81-244-1-12 INYO INY-5276 S108.7/W92.2 - PRJPT FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes 81-244-1-16 INYO INY-5276 S49/E25.1 - DRILL FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes81-244-1-18 INYO INY-5276 S27.6/E27 - PRJPT FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes81-244-1-34 INYO INY-5276 S36.5/E10.5 - PRJPT FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes 81-244-1-47 INYO INY-5276 S34.1/W80.5 - PRJPT FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes 81-244-1-49 INYO INY-5276 N0.9/W10 - PRJPT FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes81-244-10-264 INYO INY-5276 S5/W75 70-80 cm DBTG FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes 81-244-10-423 INYO INY-5276 S6/W76 III 70 DBTG FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes81-244-1-493 INYO INY-5276 S150/W60 E BIFACE FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes81-244-10-516 INYO INY-5276 S100/W65 0-10 DBTG FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes81-244-10-516 INYO INY-5276 S100/W65 0-10 DBTG FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes81-244-1-657 INYO INY-5276 S90/W150 I BIFACE FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes 81-244-10-1102 INYO INY-5276 S2/W4 100-110 DBTG FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes 81-244-10-1154 INYO INY-5276 S2/W5 80-90 DBTG FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes 81-244-10-1154 INYO INY-5276 S2/W5 80-90 DBTG FS 389500 4085290 11 Holocene late-Holo Winerton fine sandy loam, 0 to 2 percent slopes81-240-10-404 INYO INY-5281 N1.5/E30 0-20 BIFACE FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 81-240-10-412 INYO INY-5281 N1.5/E30 20-40 DBTG FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 81-240-10-412 INYO INY-5281 N1.5/E30 20-40 DBTG FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes81-240-10-576 INYO INY-5281 N69.5/W76.5 20-30 BIFACE FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 81-240-10-640 INYO INY-5281 N0/W63 20-30 BIFACE FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 81-240-10-642 INYO INY-5281 N0/W63 20-30 DBTG FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes81-240-10-651 INYO INY-5281 N0/W63 30-40 DBTG FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 81-240-10-706 INYO INY-5281 N25/W45 20-30 DBTG FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 81-240-10-814 INYO INY-5281 N54/W59 40-50 cm DBTG FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 81-240-10-943 INYO INY-5281 S3/W90 20-30 DBTG FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes 81-240-10-943 INYO INY-5281 S3/W90 20-30 DBTG FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes81-240-10-943 INYO INY-5281 S3/W90 20-30 DBTG FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes81-240-10-943 INYO INY-5281 S3/W90 20-30 DBTG FS 390140 4092960 11 Holocene mid-Holo Cartago gravelly loamy sand, 0 to 2 percent slopes
1000
Appendix D. Bodie Hills Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group
source UTM E UTM N NAD Zone age1 age2 muname
181 MONO MNO-248/H 1 A DBTG 0.00 0.00 BH XRF 308100 4249250 LtP latest-Pleist Brokenhoe-Fisherdig association 181 MONO MNO-248/H 1 C DBTG 0.00 0.00 BH XRF 308100 4249250 LtP latest-Pleist Brokenhoe-Fisherdig association181 MONO MNO-248/H 1 B DBTG 0.00 0.00 BH XRF 308100 4249250 LtP latest-Pleist Brokenhoe-Fisherdig association181 MONO MNO-248/H 1 D DBTG 0.00 0.00 BH XRF 308100 4249250 LtP latest-Pleist Brokenhoe-Fisherdig association181 MONO MNO-248/H 1 F DBTG 0.00 0.00 BH XRF 308100 4249250 LtP latest-Pleist Brokenhoe-Fisherdig association181 MONO MNO-248/H 1 H DBTG 0.00 0.00 BH XRF 308100 4249250 LtP latest-Pleist Brokenhoe-Fisherdig association181 MONO MNO-248/H 1 K DBTG 0.00 0.00 BH XRF 308100 4249250 LtP latest-Pleist Brokenhoe-Fisherdig association182 MONO MNO-248/H 1 BIF 0.00 0.00 BH XRF 308100 4249250 LtP latest-Pleist Brokenhoe-Fisherdig association113 MONO MNO-2520 1 D DBTG 0.00 0.00 BH XRF 280500 4248080 11 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes113 MONO MNO-2520 1 G DBTG 0.00 0.00 BH XRF 280500 4248080 11 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes113 MONO MNO-2520 1 B DBTG 0.00 0.00 BH XRF 280500 4248080 11 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes113 MONO MNO-2520 1 E DBTG 0.00 0.00 BH XRF 280500 4248080 11 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes113 MONO MNO-2520 1 F DBTG 0.00 0.00 BH XRF 280500 4248080 11 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes113 MONO MNO-2520 1 I DBTG 0.00 0.00 BH XRF 280500 4248080 11 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes98-02-S8-(F9)10 MONO MNO-3116/H SUR DBTG 0.00 0.00 BH VIS 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 175 MONO MNO-3121 1 BIF 0.00 0.00 BH XRF 307910 4248430 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopes 177 MONO MNO-3121 1 F DBTG 0.00 0.00 BH XRF 307910 4248430 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopes177 MONO MNO-3121 1 G DBTG 0.00 0.00 BH XRF 307910 4248430 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopes177 MONO MNO-3121 1 H DBTG 0.00 0.00 BH XRF 307910 4248430 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopes177 MONO MNO-3121 1 I DBTG 0.00 0.00 BH XRF 307910 4248430 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopes177 MONO MNO-3121 1 J DBTG 0.00 0.00 BH XRF 307910 4248430 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopes188 MONO MNO-3131 1 A DBTG 0.00 0.00 BH XRF 307080 4245960 11 LtP latest-Pleist Brokenhoe-Fisherdig association188 MONO MNO-3131 1 G DBTG 0.00 0.00 BH XRF 307080 4245960 11 LtP latest-Pleist Brokenhoe-Fisherdig association188 MONO MNO-3131 1 H DBTG 0.00 0.00 BH XRF 307080 4245960 11 LtP latest-Pleist Brokenhoe-Fisherdig association188 MONO MNO-3131 1 I DBTG 0.00 0.00 BH XRF 307080 4245960 11 LtP latest-Pleist Brokenhoe-Fisherdig association188 MONO MNO-3131 1 J DBTG 0.00 0.00 BH XRF 307080 4245960 11 LtP latest-Pleist Brokenhoe-Fisherdig association192 MONO MNO-3133 1 B DBTG 0.00 0.00 BH XRF 307170 4246540 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopes192 MONO MNO-3133 1 C DBTG 0.00 0.00 BH XRF 307170 4246540 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopes192 MONO MNO-3133 1 E DBTG 0.00 0.00 BH XRF 307170 4246540 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopes192 MONO MNO-3133 1 H DBTG 0.00 0.00 BH XRF 307170 4246540 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopes192 MONO MNO-3133 1 J DBTG 0.00 0.00 BH XRF 307170 4246540 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopes165 MONO MNO-3135/H 1 H DBTG 0.00 0.00 BH XRF 309980 4227280 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 165 MONO MNO-3135/H 1 I DBTG 0.00 0.00 BH XRF 309980 4227280 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)165 MONO MNO-3135/H 1 K DBTG 0.00 0.00 BH XRF 309980 4227280 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)166 MONO MNO-3136 1 A DBTG 0.00 0.00 BH XRF 309980 4227160 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)166 MONO MNO-3136 1 C DBTG 0.00 0.00 BH XRF 309980 4227160 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)166 MONO MNO-3136 1 E DBTG 0.00 0.00 BH XRF 309980 4227160 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)166 MONO MNO-3136 1 G DBTG 0.00 0.00 BH XRF 309980 4227160 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)166 MONO MNO-3136 1 H DBTG 0.00 0.00 BH XRF 309980 4227160 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)166 MONO MNO-3136 1 I DBTG 0.00 0.00 BH XRF 309980 4227160 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)166 MONO MNO-3136 1 J DBTG 0.00 0.00 BH XRF 309980 4227160 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)167 MONO MNO-3137 1 K DBTG 0.00 0.00 BH XRF 320000 4228620 11 Volcanics Early Holocene Volcanics NIRE-KATYBLAY-ROCKABIN (CA778)169 MONO MNO-3138 1 PRJPT 0.00 0.00 BH XRF 316400 4226270 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)213 MONO MNO-3148 1 BIF 0.00 0.00 BH XRF 308510 4225260 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854) 216 MONO MNO-3148 1 F DBTG 0.00 0.00 BH XRF 308510 4225260 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854)216 MONO MNO-3148 1 H DBTG 0.00 0.00 BH XRF 308510 4225260 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854)216 MONO MNO-3148 1 I DBTG 0.00 0.00 BH XRF 308510 4225260 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854)216 MONO MNO-3148 1 J DBTG 0.00 0.00 BH XRF 308510 4225260 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854)231 MONO MNO-3149 1 E DBTG 0.00 0.00 BH XRF 308550 4225110 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854)231 MONO MNO-3149 1 F DBTG 0.00 0.00 BH XRF 308550 4225110 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854)231 MONO MNO-3149 1 H DBTG 0.00 0.00 BH XRF 308550 4225110 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854)231 MONO MNO-3149 1 I DBTG 0.00 0.00 BH XRF 308550 4225110 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854)231 MONO MNO-3149 1 J DBTG 0.00 0.00 BH XRF 308550 4225110 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854)284 MONO MNO-3153 1 C DBTG 0.00 0.00 BH XRF 286420 4248120 11 Older Pleist. Older Pleist Murain-Shorthike association 284 MONO MNO-3153 1 C DBTG 0.00 0.00 BH XRF 286420 4248120 11 Older Pleist. Older Pleist Murain-Shorthike association
1001
Appendix D. Bodie Hills Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group
source UTM E UTM N NAD Zone age1 age2 muname
284 MONO MNO-3153 1 F DBTG 0.00 0.00 BH XRF 286420 4248120 11 Older Pleist. Older Pleist Murain-Shorthike association284 MONO MNO-3153 1 J DBTG 0.00 0.00 BH XRF 286420 4248120 11 Older Pleist. Older Pleist Murain-Shorthike association284 MONO MNO-3153 1 K DBTG 0.00 0.00 BH XRF 286420 4248120 11 Older Pleist. Older Pleist Murain-Shorthike association291 MONO MNO-3158 1 BIF 0.00 0.00 BH XRF 288580 4247820 11 pre-Quat pre-Quat Heenlake-Loope association280 MONO MNO-3159 1 PRJPT 0.00 0.00 BH XRF 288800 4247630 11 pre-Quat pre-Quat Heenlake-Loope association279 MONO MNO-3159 1 PRJPT 0.00 0.00 BH XRF 288800 4247630 11 pre-Quat pre-Quat Heenlake-Loope association94 MONO MNO-3181 2 B DBTG 0.00 0.00 BH XRF 313310 4185030 11 Volcanics Latest Holocene Ash/Pumice Cozetica family-Rock outcrop assication, 15 to 60 percent slopes. 94 MONO MNO-3181 2 F DBTG 0.00 0.00 BH XRF 313310 4185030 11 Volcanics Latest Holocene Ash/Pumice Cozetica family-Rock outcrop assication, 15 to 60 percent slopes. 94 MONO MNO-3181 2 I DBTG 0.00 0.00 BH XRF 313310 4185030 11 Volcanics Latest Holocene Ash/Pumice Cozetica family-Rock outcrop assication, 15 to 60 percent slopes. 94 MONO MNO-3181 2 J DBTG 0.00 0.00 BH XRF 313310 4185030 11 Volcanics Latest Holocene Ash/Pumice Cozetica family-Rock outcrop assication, 15 to 60 percent slopes. 148 MONO MNO-3192 2 H DBTG 0.00 0.00 BH XRF 321160 4216760 11 Volcanics Latest Holocene Ash/Pumice BRANTEL-BLINDSPRING-MONTEZUMA (CA763) 148 MONO MNO-3192 2 I DBTG 0.00 0.00 BH XRF 321160 4216760 11 Volcanics Latest Holocene Ash/Pumice BRANTEL-BLINDSPRING-MONTEZUMA (CA763)116 MONO MNO-0395 1 A DBTG 0.00 0.00 BH XRF 281372 4248750 LtP latest-Pleist Murain association 114 MONO MNO-0395 1 PRJPT 0.00 0.00 BH XRF 281372 4248750 LtP latest-Pleist Murain association116 MONO MNO-0395 1 F DBTG 0.00 0.00 BH XRF 281372 4248750 LtP latest-Pleist Murain association116 MONO MNO-0395 1 G DBTG 0.00 0.00 BH XRF 281372 4248750 LtP latest-Pleist Murain association116 MONO MNO-0395 1 H DBTG 0.00 0.00 BH XRF 281372 4248750 LtP latest-Pleist Murain association116 MONO MNO-0395 1 I DBTG 0.00 0.00 BH XRF 281372 4248750 LtP latest-Pleist Murain association116 MONO MNO-0395 1 J DBTG 0.00 0.00 BH XRF 281372 4248750 LtP latest-Pleist Murain association119 MONO MNO-0410 1 PRJPT 0.00 0.00 BH XRF 276960 4245308 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes 121 MONO MNO-0410 1 F DBTG 0.00 0.00 BH XRF 276960 4245308 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes121 MONO MNO-0410 1 H DBTG 0.00 0.00 BH XRF 276960 4245308 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes121 MONO MNO-0410 1 K DBTG 0.00 0.00 BH XRF 276960 4245308 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes122 MONO MNO-0415 1 PRJPT 0.00 0.00 BH XRF 277000 4245040 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopesL-359 MONO MNO-0446 SQUARE-6 0-10 DBTG 0.00 0.00 BH XRF 313134 4201299 83 Older Pleist. Older Pleist Wrango family-Torriorthentic Haploxerolls complex, 15 to 30 percent slopes. L-208A MONO MNO-0446 SQUARE-4 30-40 DBTG 0.00 0.00 BH XRF 313134 4201299 83 Older Pleist. Older Pleist Wrango family-Torriorthentic Haploxerolls complex, 15 to 30 percent slopes. 283 MONO MNO-0692/H 1 F DBTG 0.00 0.00 BH XRF 286560 4248540 11 Older Pleist. Older Pleist Murain-Shorthike association283 MONO MNO-0692/H 1 C DBTG 0.00 0.00 BH XRF 286560 4248540 11 Older Pleist. Older Pleist Murain-Shorthike association283 MONO MNO-0692/H 1 E DBTG 0.00 0.00 BH XRF 286560 4248540 11 Older Pleist. Older Pleist Murain-Shorthike association283 MONO MNO-0692/H 1 G DBTG 0.00 0.00 BH XRF 286560 4248540 11 Older Pleist. Older Pleist Murain-Shorthike association283 MONO MNO-0692/H 1 H DBTG 0.00 0.00 BH XRF 286560 4248540 11 Older Pleist. Older Pleist Murain-Shorthike association283 MONO MNO-0692/H 1 J DBTG 0.00 0.00 BH XRF 286560 4248540 11 Older Pleist. Older Pleist Murain-Shorthike association349-817 MONO IA11 SUR SUR PRJPT 0.00 0.00 BH XRF 335981 4174108 83 Volcanics Latest Holocene Ash/Pumice Vitrandic Xeropsamments, warm-Rock outcrop complex, 15 to 60 percent slopes 283 MONO MNO-0692/H 1 A DBTG 1.00 0.00 BH XRF 286560 4248540 11 Older Pleist. Older Pleist Murain-Shorthike association 283 MONO MNO-0692/H 1 I DBTG 1.00 0.00 BH XRF 286560 4248540 11 Older Pleist. Older Pleist Murain-Shorthike association987 MONO MNO-0891 SCN72/W51 SURFACE PRJPT 1.10 0.00 BH XRF 0 0 11 Volcanics Latest Holocene Ash/Pumice Alamedawell-Orecart complex, 0 to 4 percent slopes113 MONO MNO-2520 1 H DBTG 1.10 0.00 BH XRF 280500 4248080 11 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes98-02-S6-(F8)9-HC MONO MNO-3114/H SUR FLKTL 1.10 0.00 BH VIS 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 216 MONO MNO-3148 1 E DBTG 1.10 0.00 BH XRF 308510 4225260 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854) 229 MONO MNO-3149 1 PRJPT 1.10 0.00 BH XRF 308550 4225110 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854)116 MONO MNO-0395 1 E DBTG 1.10 0.00 BH XRF 281372 4248750 LtP latest-Pleist Murain association CU5-F7 MONO MNO-3125/H CU-5 0-10 DBTG 1.20 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165) 216 MONO MNO-3148 1 C DBTG 1.20 0.00 BH XRF 308510 4225260 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854) 91 MONO MNO-3181 2 PRJPT 1.20 0.00 BH XRF 313310 4185030 11 Volcanics Latest Holocene Ash/Pumice Cozetica family-Rock outcrop assication, 15 to 60 percent slopes. 123 MONO MNO-0415 1 B DBTG 1.20 0.00 BH XRF 277000 4245040 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes 283 MONO MNO-0692/H 1 B DBTG 1.30 0.00 BH XRF 286560 4248540 11 Older Pleist. Older Pleist Murain-Shorthike association98-02-S6-(F7)9-HC MONO MNO-3114/H SUR FLKTL 1.40 0.00 BH VIS 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) CU5-F10 MONO MNO-3125/H CU-5 0-10 DBTG 1.40 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU5-F5 MONO MNO-3125/H CU-5 0-10 DBTG 1.40 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)276 MONO MNO-3158 1 PRJPT 1.40 0.00 BH XRF 288580 4247820 11 pre-Quat pre-Quat Heenlake-Loope association 94 MONO MNO-3181 2 C DBTG 1.40 0.00 BH XRF 313310 4185030 11 Volcanics Latest Holocene Ash/Pumice Cozetica family-Rock outcrop assication, 15 to 60 percent slopes.121 MONO MNO-0410 1 B DBTG 1.40 0.00 BH XRF 276960 4245308 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes120 MONO MNO-0410 1 PRJPT 1.40 0.00 BH XRF 276960 4245308 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes98-02-S6-(F4)9-HC MONO MNO-3114/H SUR FLKTL 1.50 0.00 BH VIS 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S8-A1 MONO MNO-3116/H SUR FLKTL 1.50 0.00 BH XRF 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)
1002
Appendix D. Bodie Hills Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group
source UTM E UTM N NAD Zone age1 age2 muname
CU1-F13 MONO MNO-3125/H CU-1 10-20 DBTG 1.50 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165) CU5-F1 MONO MNO-3125/H CU-5 SURF DBTG 1.50 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU5-F2 MONO MNO-3125/H CU-5 SURF DBTG 1.50 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)113 MONO MNO-2520 1 A DBTG 1.60 0.00 BH XRF 280500 4248080 11 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes 98-02-S6-(F2)9-HC MONO MNO-3114/H SUR FLKTL 1.60 0.00 BH XRF 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S6-(F5)10-W MONO MNO-3114/H SUR DBTG 1.60 0.00 BH VIS 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)167 MONO MNO-3137 1 B DBTG 1.60 0.00 BH XRF 320000 4228620 11 Volcanics Early Holocene Volcanics NIRE-KATYBLAY-ROCKABIN (CA778)148 MONO MNO-3192 2 B DBTG 1.60 0.00 BH XRF 321160 4216760 11 Volcanics Latest Holocene Ash/Pumice BRANTEL-BLINDSPRING-MONTEZUMA (CA763)148 MONO MNO-3192 2 J DBTG 1.60 0.00 BH XRF 321160 4216760 11 Volcanics Latest Holocene Ash/Pumice BRANTEL-BLINDSPRING-MONTEZUMA (CA763)292 MONO MNO-3194 2 C DBTG 1.60 0.00 BH XRF 324000 4217720 11 Volcanics Latest Holocene Ash/Pumice BRANTEL-BLINDSPRING-MONTEZUMA (CA763)98-02-S6-(F5)10-MC1 MONO MNO-3114/H SUR DBTG 1.70 0.00 BH VIS 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S6-(F9)10-MC1 MONO MNO-3114/H SUR DBTG 1.70 0.00 BH VIS 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S8-A2 MONO MNO-3116/H SUR BIF 1.70 0.00 BH XRF 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)TO-A1 MONO MNO-3125/H TO/S129.6 BIF 1.70 0.00 BH XRF 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU1-F1 MONO MNO-3125/H CU-1 SURF DBTG 1.70 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU5-F3 MONO MNO-3125/H CU-5 SURF DBTG 1.70 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU5-F4 MONO MNO-3125/H CU-5 0-10 DBTG 1.70 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)188 MONO MNO-3131 1 D DBTG 1.70 0.00 BH XRF 307080 4245960 11 LtP latest-Pleist Brokenhoe-Fisherdig association 167 MONO MNO-3137 1 E DBTG 1.70 0.00 BH XRF 320000 4228620 11 Volcanics Early Holocene Volcanics NIRE-KATYBLAY-ROCKABIN (CA778) 167 MONO MNO-3137 1 G DBTG 1.70 0.00 BH XRF 320000 4228620 11 Volcanics Early Holocene Volcanics NIRE-KATYBLAY-ROCKABIN (CA778)133 MONO MNO-3186 2 J DBTG 1.70 0.00 BH XRF 317490 4215340 11 Volcanics Latest Holocene Ash/Pumice BRANTEL-BLINDSPRING-MONTEZUMA (CA763)148 MONO MNO-3192 2 D DBTG 1.70 0.00 BH XRF 321160 4216760 11 Volcanics Latest Holocene Ash/Pumice BRANTEL-BLINDSPRING-MONTEZUMA (CA763)349-776 MONO F171 SUR SUR PRJPT 1.70 0.00 BH XRF 339207 4181188 83 Volcanics Latest Holocene Ash/Pumice Vitrandic Xerorthents-Vitrandic Xeropsamments complex, 30 to 70 percent slopes1024 MONO MNO-0891 SCN120/W205 SURFACE PRJPT 1.80 0.00 BH XRF 0 0 11 Volcanics Latest Holocene Ash/Pumice Alamedawell-Orecart complex, 0 to 4 percent slopes 119-176-4 MONO MNO-2122 UNIT-1 0-10 PRJPT 1.80 0.00 BH XRF Volcanics Latest Holocene Ash/Pumice Alamedawell-Deepwell association, 2 to 15 percent slopesCU1-F4 MONO MNO-3125/H CU-1 SURF DBTG 1.80 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165) 170 MONO MNO-3138 1 I DBTG 1.80 0.00 BH XRF 316400 4226270 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)216 MONO MNO-3148 1 D DBTG 1.80 0.00 BH XRF 308510 4225260 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854) 216 MONO MNO-3148 1 G DBTG 1.80 0.00 BH XRF 308510 4225260 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854)116 MONO MNO-0395 1 C DBTG 1.80 0.00 BH XRF 281372 4248750 LtP latest-Pleist Murain association 349-220 MONO A48 SUR SUR PRJPT 1.90 3.00 BH XRF 335175 4172255 83 Volcanics Latest Holocene Ash/Pumice Vitrandic Xeropsamments, warm-Rock outcrop complex, 15 to 60 percent slopes CU6-F10 MONO MNO-3125/H CU-6 0-10 DBTG 1.90 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU6-F14 MONO MNO-3125/H CU-6 20-30 DBTG 1.90 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU1F5 MONO MNO-3125/H CU-1 SURF DBTG 1.90 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU5-F8 MONO MNO-3125/H CU-5 0-10 DBTG 1.90 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)292 MONO MNO-3194 2 B DBTG 1.90 0.00 BH XRF 324000 4217720 11 Volcanics Latest Holocene Ash/Pumice BRANTEL-BLINDSPRING-MONTEZUMA (CA763)1082 MONO MNO-0891 SCN57/W201 SURFACE PRJPT 2.00 0.00 BH XRF 0 0 11 Volcanics Latest Holocene Ash/Pumice Alamedawell-Orecart complex, 0 to 4 percent slopes 165 MONO MNO-3135/H 1 C DBTG 2.00 0.00 BH XRF 309980 4227280 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 165 MONO MNO-3135/H 1 D DBTG 2.00 0.00 BH XRF 309980 4227280 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)148 MONO MNO-3192 2 G DBTG 2.00 0.00 BH XRF 321160 4216760 11 Volcanics Latest Holocene Ash/Pumice BRANTEL-BLINDSPRING-MONTEZUMA (CA763)98-02-S6-(F7)10-W MONO MNO-3114/H SUR DBTG 2.10 0.00 BH VIS 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)T1E-A5 MONO MNO-3125/H T1E/S346.5 CORE 2.10 5.80 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)188 MONO MNO-3131 1 F DBTG 2.10 0.00 BH XRF 307080 4245960 11 LtP latest-Pleist Brokenhoe-Fisherdig association 281 MONO MNO-3159 1 PRJPT 2.10 0.00 BH XRF 288800 4247630 11 pre-Quat pre-Quat Heenlake-Loope association177 MONO MNO-3121 1 B DBTG 2.20 0.00 BH XRF 307910 4248430 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopes188 MONO MNO-3131 1 B DBTG 2.20 0.00 BH XRF 307080 4245960 11 LtP latest-Pleist Brokenhoe-Fisherdig association165 MONO MNO-3135/H 1 G DBTG 2.20 0.00 BH XRF 309980 4227280 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 166 MONO MNO-3136 1 B DBTG 2.20 0.00 BH XRF 309980 4227160 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)148 MONO MNO-3192 2 A DBTG 2.20 0.00 BH XRF 321160 4216760 11 Volcanics Latest Holocene Ash/Pumice BRANTEL-BLINDSPRING-MONTEZUMA (CA763)98-02-S6-(F3)10-W MONO MNO-3114/H SUR FLKTL 2.30 0.00 BH XRF 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)CU8-F7 MONO MNO-3125/H CU-8 SURFACE DBTG 2.30 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)216 MONO MNO-3148 1 A DBTG 2.30 0.00 BH XRF 308510 4225260 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854) L-428 MONO MNO-0446 SQUARE-6 40-50 DBTG 2.30 0.00 BH XRF 313134 4201299 83 Older Pleist. Older Pleist Wrango family-Torriorthentic Haploxerolls complex, 15 to 30 percent slopes. 98-02-S1-(F12)20 MONO MNO-3110 SUR DBTG 2.40 0.00 BH VIS 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S1-(F20)20 MONO MNO-3110 SUR DBTG 2.40 0.00 BH VIS 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)
1003
Appendix D. Bodie Hills Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group
source UTM E UTM N NAD Zone age1 age2 muname
98-02-S6-(F8)10-W MONO MNO-3114/H SUR FLKTL 2.40 0.00 BH VIS 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) CU1-F7 MONO MNO-3125/H CU-1 0-10 DBTG 2.40 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)165 MONO MNO-3135/H 1 A DBTG 2.40 0.00 BH XRF 309980 4227280 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)167 MONO MNO-3137 1 F DBTG 2.40 0.00 BH XRF 320000 4228620 11 Volcanics Early Holocene Volcanics NIRE-KATYBLAY-ROCKABIN (CA778)98-02-S9-(F1)10 MONO MNO-3117/H SUR DBTG 2.50 0.00 BH XRF 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)116 MONO MNO-0395 1 B DBTG 2.50 0.00 BH XRF 281372 4248750 LtP latest-Pleist Murain association 121 MONO MNO-0410 1 C DBTG 2.50 0.00 BH XRF 276960 4245308 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes 98-02-S6-(F4)10-W MONO MNO-3114/H SUR DBTG 2.60 0.00 BH VIS 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S8-A9 MONO MNO-3116/H SUR FLKTL 2.60 0.00 BH VIS 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)T1W-A8 MONO MNO-3125/H T1W/S345.0 BIF 2.60 6.50 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T1W-A8 MONO MNO-3125/H T1W/S345.0 CORE 2.60 6.50 BH XRF 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)165 MONO MNO-3135/H 1 B DBTG 2.60 0.00 BH XRF 309980 4227280 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)121 MONO MNO-0410 1 A DBTG 2.60 0.00 BH XRF 276960 4245308 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes 98-02-S1-A10 MONO MNO-3110 SUR DRILL 2.70 0.00 BH XRF 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S6-(F1)9-HC MONO MNO-3114/H SUR DBTG 2.70 0.00 BH XRF 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S8-A10 MONO MNO-3116/H SUR PRJPT 2.70 0.00 BH XRF 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)CU3-F7 MONO MNO-3125/H CU-3 0-10 DBTG 2.70 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)98-02-S6-(F9)10-W MONO MNO-3114/H SUR DBTG 2.80 0.00 BH XRF 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S8-A6 MONO MNO-3116/H SUR FLKTL 2.80 0.00 BH XRF 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S8-A19 MONO MNO-3116/H SUR PRJPT 2.80 0.00 BH XRF 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S8-A22 MONO MNO-3116/H SUR PRJPT 2.80 0.00 BH XRF 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)CU5-F9 MONO MNO-3125/H CU-5 0-10 DBTG 2.80 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU5-F12 MONO MNO-3125/H CU-5 0-10 DBTG 2.80 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU6-F2 MONO MNO-3125/H CU-6 SURF DBTG 2.80 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU6-F3 MONO MNO-3125/H CU-6 SURF DBTG 2.80 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU6-F15 MONO MNO-3125/H CU-6 20-30 DBTG 2.80 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T1E-A4 MONO MNO-3125/H TIE/S175.5 CORE 2.80 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T5E-A3 MONO MNO-3125/H T5E/S222.0 BIF 2.80 0.00 BH XRF 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)98-02-S6-(F7)10-MC1 MONO MNO-3114/H SUR DBTG 2.90 0.00 BH VIS 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S8-(F2)10 MONO MNO-3116/H SUR FLKTL 2.90 0.00 BH VIS 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S9-(F6)10 MONO MNO-3117/H SUR DBTG 2.90 0.00 BH VIS 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S9-(F7)10 MONO MNO-3117/H SUR DBTG 2.90 0.00 BH VIS 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)133 MONO MNO-3186 2 E DBTG 2.90 0.00 BH XRF 317490 4215340 11 Volcanics Latest Holocene Ash/Pumice BRANTEL-BLINDSPRING-MONTEZUMA (CA763)98-02-S6-(F1)10-W MONO MNO-3114/H SUR DBTG 3.00 1.50 BH XRF 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S8-(F3)10 MONO MNO-3116/H SUR DBTG 3.00 0.00 BH VIS 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)CU6-F12 MONO MNO-3125/H CU-6 20-30 DBTG 3.00 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)284 MONO MNO-3153 1 A DBTG 3.00 0.00 BH XRF 286420 4248120 11 Older Pleist. Older Pleist Murain-Shorthike association 1083 MONO MNO-0891 SCN54/W213 SURFACE PRJPT 3.10 0.00 BH VIS 0 0 11 Volcanics Latest Holocene Ash/Pumice Alamedawell-Orecart complex, 0 to 4 percent slopes98-02-S6-(F6)10-MC1 MONO MNO-3114/H SUR DBTG 3.10 0.00 BH VIS 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S8-A3 MONO MNO-3116/H SUR FRMFLKTL 3.10 0.00 BH XRF 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S8-A4 MONO MNO-3116/H SUR BIF 3.10 0.00 BH XRF 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S8-(F8)10 MONO MNO-3116/H SUR DBTG 3.10 0.00 BH VIS 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)T2W-A4 MONO MNO-3125/H T2W/S69.4 CORE 3.10 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)133 MONO MNO-3186 2 I DBTG 3.10 0.00 BH XRF 317490 4215340 11 Volcanics Latest Holocene Ash/Pumice BRANTEL-BLINDSPRING-MONTEZUMA (CA763)181 MONO MNO-248/H 1 E DBTG 3.20 0.00 BH XRF 308100 4249250 LtP latest-Pleist Brokenhoe-Fisherdig association 98-02-S1-(F2)20 MONO MNO-3110 SUR DBTG 3.20 0.00 BH XRF 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S1-(F8)20 MONO MNO-3110 SUR DBTG 3.20 0.00 BH VIS 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S8-A21 MONO MNO-3116/H SUR FLKTL 3.20 0.00 BH VIS 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S8-(F7)10 MONO MNO-3116/H SUR DBTG 3.20 0.00 BH VIS 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)CU5-A1 MONO MNO-3125/H CU-5 SURF FLKTL 3.20 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)284 MONO MNO-3153 1 H DBTG 3.20 0.00 BH XRF 286420 4248120 11 Older Pleist. Older Pleist Murain-Shorthike association 113 MONO MNO-2520 1 C DBTG 3.30 0.00 BH XRF 280500 4248080 11 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes98-02-S6-(F5)9-HC MONO MNO-3114/H SUR DBTG 3.30 0.00 BH VIS 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S6-(F6)10-W MONO MNO-3114/H SUR DBTG 3.30 0.00 BH VIS 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S8-A15 MONO MNO-3116/H SUR PRJPT 3.30 0.00 BH XRF 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)
1004
Appendix D. Bodie Hills Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group
source UTM E UTM N NAD Zone age1 age2 muname
98-02-S9-(F5)10 MONO MNO-3117/H SUR DBTG 3.30 0.00 BH XRF 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) T3W-A4 MONO MNO-3125/H T3W/S61.8 CORE 3.30 0.00 BH XRF 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)166 MONO MNO-3136 1 F DBTG 3.30 0.00 BH XRF 309980 4227160 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)167 MONO MNO-3137 1 A DBTG 3.30 0.00 BH XRF 320000 4228620 11 Volcanics Early Holocene Volcanics NIRE-KATYBLAY-ROCKABIN (CA778)98-02-S1-A7 MONO MNO-3110 SUR BIF 3.40 0.00 BH XRF 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S1-(F11)20 MONO MNO-3110 SUR DBTG 3.40 0.00 BH VIS 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S9-A7 MONO MNO-3117/H SUR CORE 3.40 0.00 BH XRF 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S9-(F9)10 MONO MNO-3117/H SUR DBTG 3.40 0.00 BH VIS 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)94 MONO MNO-3181 2 H DBTG 3.40 0.00 BH XRF 313310 4185030 11 Volcanics Latest Holocene Ash/Pumice Cozetica family-Rock outcrop assication, 15 to 60 percent slopes. 98-02-S9-(F10)10 MONO MNO-3117/H SUR DBTG 3.50 0.00 BH VIS 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S9-(F5)14 MONO MNO-3117/H SUR DBTG 3.50 0.00 BH VIS 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S9-(F6)14 MONO MNO-3117/H SUR DBTG 3.50 0.00 BH VIS 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S9-(F11)14 MONO MNO-3117/H SUR DBTG 3.50 0.00 BH VIS 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)CU6-F6 MONO MNO-3125/H CU-6 0-10 DBTG 3.50 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)L-764 MONO MNO-0446 SQUARE-8 80-90 PRJPT 3.50 0.00 BH XRF 313134 4201299 83 Older Pleist. Older Pleist Wrango family-Torriorthentic Haploxerolls complex, 15 to 30 percent slopes. 349-415 MONO W125 SUR SUR PRJPT 3.50 0.00 BH XRF 337928 4186805 83 Volcanics Latest Holocene Ash/Pumice Vitrandic Cryopsamments, 0 to 15 percent slopes. 98-02-S1-A2 MONO 017-98-02-S1 SURFACE BIF 3.60 0.00 BH XRF <Null> <Null> <Null> 98-02-S1-A2 MONO 017-98-02-S1 SURFACE BIF 3.60 0.00 BH XRF <Null> <Null> <Null>181 MONO MNO-248/H 1 G DBTG 3.60 0.00 BH XRF 308100 4249250 LtP latest-Pleist Brokenhoe-Fisherdig association 98-02-S1-A2 MONO MNO-3110 SUR BIF 3.60 0.00 BH XRF 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S6-(F1)10-MC1 MONO MNO-3114/H SUR DBTG 3.60 0.00 BH XRF 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)T4E-A1 MONO MNO-3125/H T4E/S117.0 BIF 3.60 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU8-F6 MONO MNO-3125/H CU-8 SURFACE DBTG 3.60 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)188 MONO MNO-3131 1 C DBTG 3.60 0.00 BH XRF 307080 4245960 11 LtP latest-Pleist Brokenhoe-Fisherdig association 166 MONO MNO-3136 1 D DBTG 3.60 0.00 BH XRF 309980 4227160 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S1-A6 MONO MNO-3110 SUR BIF 3.70 0.00 BH XRF 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S1-(F10)20 MONO MNO-3110 SUR DBTG 3.70 0.00 BH VIS 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S6-(F8)10-MC1 MONO MNO-3114/H SUR DBTG 3.70 0.00 BH VIS 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S6-(F10)10-MC1 MONO MNO-3114/H SUR DBTG 3.70 0.00 BH VIS 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S6-(F9)9-HC MONO MNO-3114/H SUR DBTG 3.70 0.00 BH VIS 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S6-(F2)10-MC1 MONO MNO-3114/H SUR DBTG 3.70 0.00 BH XRF 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S9-A6 MONO MNO-3117/H SUR BIF 3.70 0.00 BH XRF 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S9-(F1)14 MONO MNO-3117/H SUR DBTG 3.70 0.00 BH VIS 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)T4E-A5 MONO MNO-3125/H T4E/S285.0 BIF 3.70 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T6E-A1 MONO MNO-3125/H T6E/S260 BIF 3.70 0.00 BH XRF 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU3-F2 MONO MNO-3125/H CU-3 SURF DBTG 3.70 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU8-F8 MONO MNO-3125/H CU-8 SURFACE DBTG 3.70 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)192 MONO MNO-3133 1 A DBTG 3.70 0.00 BH XRF 307170 4246540 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopes 121 MONO MNO-0410 1 D DBTG 3.70 0.00 BH XRF 276960 4245308 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes123 MONO MNO-0415 1 C DBTG 3.70 0.00 BH XRF 277000 4245040 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes98-02-S8-A12 MONO MNO-3116/H SUR BIF 3.80 0.00 BH XRF 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S8-(F6)10 MONO MNO-3116/H SUR DBTG 3.80 0.00 BH VIS 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S9-(F9)14 MONO MNO-3117/H SUR DBTG 3.80 0.00 BH VIS 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)UA021 MNO MNO-0578 UNIT A 090-100 PPT 3.80 BH 329370 4170863 83 Volcanics Latest Holocene Ash/Pumice Corbett family-Vitrandic Xeropsamments, warm-Rock outcrop complex, 15 to 30 perc 98-02-S1-(F6)20 MONO MNO-3110 SUR DBTG 3.90 0.00 BH VIS 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S1-(F18)20 MONO MNO-3110 SUR DBTG 3.90 0.00 BH VIS 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S6-(F4)10-MC1 MONO MNO-3114/H SUR FLKTL 3.90 0.00 BH VIS 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)188 MONO MNO-3131 1 E DBTG 3.90 0.00 BH XRF 307080 4245960 11 LtP latest-Pleist Brokenhoe-Fisherdig association 284 MONO MNO-3153 1 G DBTG 3.90 0.00 BH XRF 286420 4248120 11 Older Pleist. Older Pleist Murain-Shorthike association123 MONO MNO-0415 1 D DBTG 3.90 0.00 BH XRF 277000 4245040 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes98-02-S1-A5 MONO MNO-3110 SUR BIF 4.00 0.00 BH XRF 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S1-(F1)20 MONO MNO-3110 SUR DBTG 4.00 0.00 BH XRF 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S9-(F2)10 MONO MNO-3117/H SUR DBTG 4.00 0.00 BH VIS 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)121 MONO MNO-0410 1 E DBTG 4.00 0.00 BH XRF 276960 4245308 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes 180 MONO MNO-248/H 1 PRJPT 4.10 0.00 BH XRF 308100 4249250 LtP latest-Pleist Brokenhoe-Fisherdig association
1005
Appendix D. Bodie Hills Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group
source UTM E UTM N NAD Zone age1 age2 muname
98-02-S1-(F19)20 MONO MNO-3110 SUR DBTG 4.10 0.00 BH VIS 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S6-(F3)10-MC1 MONO MNO-3114/H SUR DBTG 4.10 0.00 BH XRF 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S9-(F4)10 MONO MNO-3117/H SUR DBTG 4.10 0.00 BH VIS 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)L-591 MONO MNO-0446 SQUARE-7 90-100 PRJPT 4.10 0.00 BH XRF 313134 4201299 83 Older Pleist. Older Pleist Wrango family-Torriorthentic Haploxerolls complex, 15 to 30 percent slopes. 98-02-S1-A8 MONO MNO-3110 SUR BIF 4.20 0.00 BH XRF 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S1-(F9)20 MONO MNO-3110 SUR DBTG 4.20 0.00 BH VIS 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S1-(F13)20 MONO MNO-3110 SUR DBTG 4.20 0.00 BH VIS 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S1-(F16)20 MONO MNO-3110 SUR DBTG 4.20 0.00 BH VIS 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S8-A18 MONO MNO-3116/H SUR BIF 4.20 0.00 BH XRF 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S9-A10 MONO MNO-3117/H SUR BIF 4.20 0.00 BH XRF 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)284 MONO MNO-3153 1 I DBTG 4.20 0.00 BH XRF 286420 4248120 11 Older Pleist. Older Pleist Murain-Shorthike association 116 MONO MNO-0395 1 D DBTG 4.20 0.00 BH XRF 281372 4248750 LtP latest-Pleist Murain association 98-02-S1-(F14)20 MONO MNO-3110 SUR DBTG 4.30 0.00 BH VIS 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S8-(F10)10 MONO MNO-3116/H SUR DBTG 4.30 0.00 BH VIS 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S9-(F4)14 MONO MNO-3117/H SUR FLKTL 4.30 0.00 BH VIS 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S1-(F17)20 MONO MNO-3110 SUR DBTG 4.40 0.00 BH VIS 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S8-A13 MONO MNO-3116/H SUR PRJPT 4.40 0.00 BH XRF 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S8-A20 MONO MNO-3116/H SUR BIF 4.40 0.00 BH XRF 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S8-(F4)10 MONO MNO-3116/H SUR DBTG 4.40 0.00 BH VIS 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)177 MONO MNO-3121 1 D DBTG 4.40 0.00 BH XRF 307910 4248430 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopes T3W-A2 MONO MNO-3125/H T3W/S27.0 BIF 4.40 0.00 BH XRF 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165) CU6-F13 MONO MNO-3125/H CU-6 20-30 DBTG 4.40 16.20 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU8-F12 MONO MNO-3125/H CU-8 10-20 DBTG 4.40 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)846 MONO MNO-0891 UNIT 1 30-40 PRJPT 4.50 0.00 BH XRF 0 0 11 Volcanics Latest Holocene Ash/Pumice Alamedawell-Orecart complex, 0 to 4 percent slopes 98-02-S1-(F5)20 MONO MNO-3110 SUR DBTG 4.50 0.00 BH VIS 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S8-A8 MONO MNO-3116/H SUR BIF 4.50 0.00 BH XRF 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S8-(F5)10 MONO MNO-3116/H SUR DBTG 4.50 0.00 BH VIS 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S9-(F10)14 MONO MNO-3117/H SUR DBTG 4.50 0.00 BH VIS 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)177 MONO MNO-3121 1 E DBTG 4.50 0.00 BH XRF 307910 4248430 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopes 1096 MONO MNO-0891 UNIT 12 50-60 CORE 4.60 0.00 BH XRF 0 0 11 Volcanics Latest Holocene Ash/Pumice Alamedawell-Orecart complex, 0 to 4 percent slopes98-02-S1-(F4)20 MONO MNO-3110 SUR DBTG 4.60 0.00 BH VIS 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S6-(F3)9-HC MONO MNO-3114/H SUR DBTG 4.60 0.00 BH XRF 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S6-(F2)10-W MONO MNO-3114/H SUR FLKTL 4.60 0.00 BH XRF 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S6-(F10)10-W MONO MNO-3114/H SUR DBTG 4.60 0.00 BH VIS 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S9-A9 MONO MNO-3117/H SUR PRJPT 4.60 0.00 BH XRF 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S9-(F3)14 MONO MNO-3117/H SUR FLKTL 4.60 0.00 BH VIS 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)177 MONO MNO-3121 1 A DBTG 4.60 0.00 BH XRF 307910 4248430 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopes CU6-F16 MONO MNO-3125/H CU6/30-40 DBTG 4.60 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165) CU1-F18 MONO MNO-3125/H CU-1 10-20 DBTG 4.60 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU3-F5 MONO MNO-3125/H CU-3 SURF DBTG 4.60 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU5-A2 MONO MNO-3125/H CU-5 SURF DBTG 4.60 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU6-F17 MONO MNO-3125/H CU6 30-40 DBTG 4.60 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)187 MONO MNO-3131 1 PRJPT 4.60 0.00 BH XRF 307080 4245960 11 LtP latest-Pleist Brokenhoe-Fisherdig association 192 MONO MNO-3133 1 G DBTG 4.60 0.00 BH XRF 307170 4246540 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopesL-773 MONO MNO-0446 CACHE 70-80 BIF 4.60 0.00 BH XRF 313134 4201299 83 Older Pleist. Older Pleist Wrango family-Torriorthentic Haploxerolls complex, 15 to 30 percent slopes. 177 MONO MNO-3121 1 C DBTG 4.70 0.00 BH XRF 307910 4248430 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopes231 MONO MNO-3149 1 B DBTG 4.70 0.00 BH XRF 308550 4225110 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854) 123 MONO MNO-0415 1 A DBTG 4.70 0.00 BH XRF 277000 4245040 Holocene latest-Holo Hopeval complex, 0 to 2 percent slopes L-337 MONO MNO-0446 SQUARE-5 90-100 PRJPT 4.70 0.00 BH XRF 313134 4201299 83 Older Pleist. Older Pleist Wrango family-Torriorthentic Haploxerolls complex, 15 to 30 percent slopes. L-772 MONO MNO-0446 CACHE 70-80 BIF 4.70 0.00 BH XRF 313134 4201299 83 Older Pleist. Older Pleist Wrango family-Torriorthentic Haploxerolls complex, 15 to 30 percent slopes. L-771 MONO MNO-0446 CACHE 70-80 BIF 4.70 0.00 BH XRF 313134 4201299 83 Older Pleist. Older Pleist Wrango family-Torriorthentic Haploxerolls complex, 15 to 30 percent slopes.98-02-S6-(F6)9-HC MONO MNO-3114/H SUR FLKTL 4.80 0.00 BH VIS 307290 4234765 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S8-A5 MONO MNO-3116/H SUR PRJPT 4.80 0.00 BH XRF 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S9-(F7)14 MONO MNO-3117/H SUR DBTG 4.80 0.00 BH VIS 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S9-(F13)14 MONO MNO-3117/H SUR DBTG 4.80 0.00 BH VIS 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)
1006
Appendix D. Bodie Hills Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group
source UTM E UTM N NAD Zone age1 age2 muname
CU6-F4 MONO MNO-3125/H CU-6 SURF DBTG 4.80 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165) 181 MONO MNO-248/H 1 J DBTG 4.90 0.00 BH XRF 308100 4249250 LtP latest-Pleist Brokenhoe-Fisherdig association 98-02-S8-A7 MONO MNO-3116/H SUR FLKTL 4.90 0.00 BH VIS 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S8-(F1)10 MONO MNO-3116/H SUR FLKTL 4.90 0.00 BH VIS 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)CU3-F6 MONO MNO-3125/H CU-3 0-10 DBTG 4.90 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)192 MONO MNO-3133 1 F DBTG 4.90 0.00 BH XRF 307170 4246540 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopes 231 MONO MNO-3149 1 A DBTG 4.90 0.00 BH XRF 308550 4225110 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854) 94 MONO MNO-3181 2 E DBTG 4.90 0.00 BH XRF 313310 4185030 11 Volcanics Latest Holocene Ash/Pumice Cozetica family-Rock outcrop assication, 15 to 60 percent slopes. CU6-F1 MONO MNO-3125/H CU-6 SURF DBTG 5.00 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165) L-407 MONO MNO-0446 SQUARE-6 30-40 DBTG 5.00 0.00 BH XRF 313134 4201299 83 Older Pleist. Older Pleist Wrango family-Torriorthentic Haploxerolls complex, 15 to 30 percent slopes. 98-02-S8-A17 MONO MNO-3116/H SUR BIF 5.10 0.00 BH XRF 307275 4235570 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)T3W-A8 MONO MNO-3125/H T3W/S250 BIF 5.10 0.00 BH XRF 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU6-F11 MONO MNO-3125/H CU-6 20-30 DBTG 5.10 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU1-F11 MONO MNO-3125/H CU-1 10-20 DBTG 5.10 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)275 MONO MNO-3158 1 PRJPT 5.10 0.00 BH XRF 288580 4247820 11 pre-Quat pre-Quat Heenlake-Loope association L-496 MONO MNO-0446 SQUARE-7 0-10 PRJPT 5.10 0.00 BH XRF 313134 4201299 83 Older Pleist. Older Pleist Wrango family-Torriorthentic Haploxerolls complex, 15 to 30 percent slopes. 98-02-S9-(F14)14 MONO MNO-3117/H SUR DBTG 5.20 0.00 BH VIS 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) CU4-F11 MONO MNO-3125/H CU-4 20-30 DBTG 5.20 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)1088 MONO MNO-0891 SCN48/W190 SURFACE DBTG 5.30 0.00 BH VIS 0 0 11 Volcanics Latest Holocene Ash/Pumice Alamedawell-Orecart complex, 0 to 4 percent slopes 98-02-S9-A8 MONO MNO-3117/H SUR BIF 5.30 0.00 BH XRF 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S9-(F2)14 MONO MNO-3117/H SUR DBTG 5.30 0.00 BH XRF 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)CU6-F8 MONO MNO-3125/H CU-6 0-10 DBTG 5.30 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU1-F12 MONO MNO-3125/H CU-1 10-20 DBTG 5.30 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU4-F4 MONO MNO-3125/H CU-4 10-20 DBTG 5.30 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU4-F7 MONO MNO-3125/H CU-4 10-20 DBTG 5.30 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU4-F8 MONO MNO-3125/H CU-4 20-30 DBTG 5.30 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU4-F10 MONO MNO-3125/H CU-4 20-30 DBTG 5.30 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU6-F20 MONO MNO-3125/H CU-6 30-40 DBTG 5.30 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU8-F15 MONO MNO-3125/H CU-8 10-20 DBTG 5.30 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)6 MONO MNO-3211 2 PRJPT 5.30 0.00 BH XRF 350620 4197960 11 Volcanics Latest Holocene Ash/Pumice Brantel gravelly loamy sand, 0 to 4 percent slopes L-448 MONO MNO-0446 SQUARE-6 60-70 DBTG 5.30 0.00 BH XRF 313134 4201299 83 Older Pleist. Older Pleist Wrango family-Torriorthentic Haploxerolls complex, 15 to 30 percent slopes. 98-02-S9-(F8)10 MONO MNO-3117/H SUR DBTG 5.40 0.00 BH VIS 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) CU1-F6 MONO MNO-3125/H CU-1 0-10 DBTG 5.40 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU4-F5 MONO MNO-3125/H CU-4 10-20 DBTG 5.40 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU4-F9 MONO MNO-3125/H CU-4 20-30 DBTG 5.40 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)98-02-S1-(F15)20 MONO MNO-3110 SUR DBTG 5.50 0.00 BH VIS 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)98-02-S9-(F12)14 MONO MNO-3117/H SUR DBTG 5.50 0.00 BH VIS 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)T3W-A7 MONO MNO-3125/H T3W/S200 FLKTL 5.50 0.00 BH XRF 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU1-F15 MONO MNO-3125/H CU-1 10-20 DBTG 5.50 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU1-F16 MONO MNO-3125/H CU-1 10-20 DBTG 5.50 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU8-F9 MONO MNO-3125/H CU-8 0-10 DBTG 5.50 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)192 MONO MNO-3133 1 D DBTG 5.60 0.00 BH XRF 307170 4246540 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopes CU9-F16 MONO MNO-3125/H CU-9 10-20 DBTG 5.70 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165) CU6-F5 MONO MNO-3125/H CU-6 SURF DBTG 5.70 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU1-F8 MONO MNO-3125/H CU-1 0-10 DBTG 5.70 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU1-F20 MONO MNO-3125/H CU-1 10-20 DBTG 5.70 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU4-F12 MONO MNO-3125/H CU-4 20-30 DBTG 5.70 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU6-F18 MONO MNO-3125/H CU-6 30-40 DBTG 5.70 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)231 MONO MNO-3149 1 D DBTG 5.70 0.00 BH XRF 308550 4225110 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854) 94 MONO MNO-3181 2 D DBTG 5.70 0.00 BH XRF 313310 4185030 11 Volcanics Latest Holocene Ash/Pumice Cozetica family-Rock outcrop assication, 15 to 60 percent slopes. CU5-F11 MONO MNO-3125/H CU-5 0-10 DBTG 5.80 1.80 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165) T2W-A6 MONO MNO-3125/H T2W/S133.8 CORE 5.80 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU1-F17 MONO MNO-3125/H CU-1 10-20 DBTG 5.80 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)283 MONO MNO-0692/H 1 D DBTG 5.80 0.00 BH XRF 286560 4248540 11 Older Pleist. Older Pleist Murain-Shorthike association CU9-F13 MONO MNO-3125/H CU-9 10-20 DBTG 5.90 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)
1007
Appendix D. Bodie Hills Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group
source UTM E UTM N NAD Zone age1 age2 muname
CU6-F19 MONO MNO-3125/H CU-6 30-40 DBTG 5.90 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165) CU7-A2 MONO MNO-3125/H CU-7 SURFACE FLKTL 5.90 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU8-F14 MONO MNO-3125/H CU-8 10-20 DBTG 5.90 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)231 MONO MNO-3149 1 C DBTG 5.90 0.00 BH XRF 308550 4225110 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854) 215 MONO MNO-3148 1 PRJPT 6.00 0.00 BH XRF 308510 4225260 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854)231 MONO MNO-3149 1 G DBTG 6.00 0.00 BH XRF 308550 4225110 11 Older Pleist Older Pleist MARTIS-EUER-INVILLE (CA854)CU6-F7 MONO MNO-3125/H CU-6 0-10 DBTG 6.10 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165) CU9-F5 MONO MNO-3125/H CU-9 SURFACE DBTG 6.10 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)L-607A MONO MNO-0446 SQUARE-7 110-120 DBTG 6.10 0.00 BH XRF 313134 4201299 83 Older Pleist. Older Pleist Wrango family-Torriorthentic Haploxerolls complex, 15 to 30 percent slopes. CU3-F8 MONO MNO-3125/H CU-3 0-10 DBTG 6.20 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU9-F15 MONO MNO-3125/H CU-9 10-20 DBTG 6.30 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU1-F19 MONO MNO-3125/H CU-1 10-20 DBTG 6.30 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)192 MONO MNO-3133 1 I DBTG 6.30 0.00 BH XRF 307170 4246540 11 Historic-Modern Hist-Mod Aquic Torrifluvents-Torrifluventic Haploxerolls-Conway complex, 0 to 8 percent slopes 98-02-S1-A4 MONO MNO-3110 SUR PRJPT 6.40 0.00 BH XRF 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777) 98-02-S1-(F3)20 MONO MNO-3110 SUR DBTG 6.40 0.00 BH XRF 306440 4234730 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)T3W-A5 MONO MNO-3125/H T3W/S92.5 FLKTL 6.40 0.00 BH XRF 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T2W-A2 MONO MNO-3125/H T2W/S0M CORE 6.40 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T4E-A2 MONO MNO-3125/H T4E/S130.0 BIF 6.40 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T5E-A1 MONO MNO-3125/H T5E/S75.0 CORE 6.40 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU3-F3 MONO MNO-3125/H CU-3 SURF DBTG 6.40 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU4-F3 MONO MNO-3125/H CU-4 10-20 DBTG 6.40 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU9-F9 MONO MNO-3125/H CU-9 10-20 DBTG 6.40 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU9-F11 MONO MNO-3125/H CU-9 10-20 DBTG 6.40 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU8-F11 MONO MNO-3125/H CU-8 0-10 DBTG 6.60 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU9-A1 MONO MNO-3125/H CU-9 SURFACE CORE 6.60 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T1W-A3 MONO MNO-3125/H T1W/S58.0 BIF 6.80 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU9-F14 MONO MNO-3125/H CU-9 10-20 DBTG 7.00 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T1W-A4 MONO MNO-3125/H T1W/S84.0 BIF 7.10 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T1W-A5 MONO MNO-3125/H T1W/S94.5 BIF 7.10 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T1E-A3 MONO MNO-3125/H T1E/S148.8 BIF 7.10 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T6E-A2 MONO MNO-3125/H T6E/S261.0 CORE 7.10 0.00 BH XRF 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU3-A1 MONO MNO-3125/H CU-3 0-10 CORE 7.10 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU8-A3 MONO MNO-3125/H CU-8 0-10 FLKTL 7.10 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU9-F4 MONO MNO-3125/H CU-9 SURFACE DBTG 7.10 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T2W-A1 MONO MNO-3125/H T2W/S0M FLKTL 7.20 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T1E-A2 MONO MNO-3125/H T1E/S107.6 BIF 7.20 0.00 BH XRF 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU1-F2 MONO MNO-3125/H CU-1 SURF DBTG 7.20 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU1-F9 MONO MNO-3125/H CU-1 0-10 DBTG 7.20 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU4-A3 MONO MNO-3125/H CU-4 SURF FLKTL 7.20 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU4-A7 MONO MNO-3125/H CU-4 0-10 FLKTL 7.20 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU8-A2 MONO MNO-3125/H CU-8 SURFACE FLKTL 7.20 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU3-F4 MONO MNO-3125/H CU-3 SURF DBTG 7.30 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU4-A9 MONO MNO-3125/H CU-4 0-10 FLKTL 7.30 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU4-F6 MONO MNO-3125/H CU-4 10-20 DBTG 7.30 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU8-F2 MONO MNO-3125/H CU-8 SURFACE DBTG 7.30 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T3W-A1 MONO MNO-3125/H T3W/ S19.8 BIF 7.40 0.00 BH XRF 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU9-F8 MONO MNO-3125/H CU-9 SURFACE DBTG 7.40 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU9-F16 MONO MNO-3125/H CU-9 10-20 DBTG 7.50 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T3W-A3 MONO MNO-3125/H T3W/S29.1 FLKTL 7.50 0.00 BH XRF 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU4-A1 MONO MNO-3125/H CU-4 SURF CORE 7.50 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU4-F2 MONO MNO-3125/H CU-4 0-10 DBTG 7.50 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)TO-A2 MONO MNO-3125/H TO/S155.5 BIF 7.70 0.00 BH XRF 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T1E-A1 MONO MNO-3125/H T1E/S101.5 BIF 7.70 0.00 BH XRF 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU8-F10 MONO MNO-3125/H CU-8 0-10 DBTG 7.70 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU7-A1 MONO MNO-3125/H CU-7 SURFACE CORE 7.80 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)
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Appendix D. Bodie Hills Obsidian Database
Catno County Siteno Unit Level CM Name1 Band 1 Band 2 Source Group
source UTM E UTM N NAD Zone age1 age2 muname
CU7-A3 MONO MNO-3125/H CU-7 SURFACE FLKTL 7.80 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165) T2W-A3 MONO MNO-3125/H T2W/S13.5 BIF 7.90 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU7-A4 MONO MNO-3125/H CU-7 0-10 FLKTL 7.90 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU7-A5 MONO MNO-3125/H CU-7 0-10 FLKTL 7.90 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU8-F16 MONO MNO-3125/H CU-8 10-20 DBTG 7.90 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU9-F7 MONO MNO-3125/H CU-9 SURFACE DBTG 7.90 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU9-A4 MONO MNO-3125/H CU-9 0-10 CORE 7.90 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU8-F13 MONO MNO-3125/H CU-8 10-20 DBTG 8.00 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T5E-A2 MONO MNO-3125/H T5E/S116.0 PRJPT 8.10 0.00 BH XRF 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU8-A4 MONO MNO-3125/H CU-8 0-10 FLKTL 8.10 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU4-A4 MONO MNO-3125/H CU-4 SURF FLKTL 8.20 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU4-A5 MONO MNO-3125/H CU-4 SURF FLKTL 8.20 1.50 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU8-F5 MONO MNO-3125/H CU-8 SURFACE DBTG 8.20 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T1W-A7 MONO MNO-3125/H T1W/S243.0 BIF 8.30 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T2W-A5 MONO MNO-3125/H T2W/S86.0 FLKTL 8.40 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T1W-A2 MONO MNO-3125/H T1W/S26.0 BIF 8.40 0.00 BH XRF 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)T1W-A6 MONO MNO-3125/H T1W/S149.0 BIF 8.40 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU9-F12 MONO MNO-3125/H CU-9 10-20 DBTG 8.40 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU9-F2 MONO MNO-3125/H CU-9 SURFACE DBTG 8.70 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)98-02-S9-A5 MONO MNO-3117/H SUR BIF 8.80 0.00 BH XRF 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)CU1-F3 MONO MNO-3125/H CU-1 SURF DBTG 8.80 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU4-F1 MONO MNO-3125/H CU-4 SURF DBTG 8.80 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU4-A6 MONO MNO-3125/H CU-4 0-10 FLKTL 8.80 1.80 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU9-F1 MONO MNO-3125/H CU-9 SURFACE DBTG 8.80 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU9-F3 MONO MNO-3125/H CU-9 SURFACE DBTG 8.80 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU3-F9 MONO MNO-3125/H CU-3 0-10 DBTG 8.90 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU4-A8 MONO MNO-3125/H CU-4 0-10 FLKTL 8.90 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU8-F4 MONO MNO-3125/H CU-8 SURFACE DBTG 8.90 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU9-F6 MONO MNO-3125/H CU-9 SURFACE DBTG 9.00 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU1-F10 MONO MNO-3125/H CU-1 0-10 DBTG 9.10 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU8-F1 MONO MNO-3125/H CU-8 SURFACE DBTG 9.10 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU8-F3 MONO MNO-3125/H CU-8 SURFACE DBTG 9.10 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)CU9-A2 MONO MNO-3125/H CU-9 SURFACE FLKTL 9.30 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)98-02-S9-(F8)14 MONO MNO-3117/H SUR DBTG 11.70 0.00 BH XRF 306885 4235650 11 pre-Quat pre-Quat BULAKE FAMILY-WASSIT-BRAWLEY (CA777)CU5-F13 MONO MNO-3125/H CU-5 0-10 DBTG 14.20 0.00 BH VIS 305770 4237230 11 Holocene latest-Holo RAMELLI-BECKWOURTH-LOYALTON (CA165)
1009
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APPENDIX E
EXTENT OF BURIED SITE POTENTIAL ALONG EACH STATE ROUTE
IN DISTRICT 6/9 BASED ON LANDFORM MAP AND PREDICTIVE MODEL 1011
1012
1 WEIGHTS OF EVIDENCE ANALYTICAL APPROACH
Weights-of-evidence is one of several quantitative methods for assessing relationships between occurrences of a phenomenon and a series of predictor variables. The method was originally applied to medical diagnosis, but later expanded to spatial applications such as mineral exploration, fossil packratmidden distributions, and archaeological site locations (Bonham-Carter et al. 1988, 1989; also see Agterberg et al. 1990; Bonham-Carter 1994; King 2004; Mensing et al. 1999; West et al. 2000). In spatial applications, the known occurrences of the phenomenon under study take the form of a set of point locations (“training points”), and the predictor variables take the form of thematic maps (“evidential themes”), usually reduced to binary patterns (i.e., presence/absence of an attribute). In the case of archaeological sensitivity, then, the training points would be known site locations, and the evidential themes would be environmental variables that are thought to influence site location, such as slope, distance to water, etc.
The set of training points is compared against each of the evidential themes, and a coefficient or weight assigned to each pattern in the theme according to how frequently the points are found to occur within and outside that pattern. Two weight values are assigned, an in-pattern weight (W+) and an outof-pattern weight (W-). A high W+ value indicates a strong association between the occurrence of training points and areas within a pattern, while a strongly negative W- value conversely indicates a paucity of training points in out-of-pattern areas. The difference between these values is known as the contrast, and measures the overall strength of correlation between the pattern and the distribution of training points. Contrast values between 0 and 0.5 are weakly predictive; values between 0.5 and 1 are moderately predictive; and values greater than 1 are strongly predictive. Often, a pattern may show a W+ value close to zero, but have strongly negative W- values and thus a high contrast value overall. This indicates that in-pattern areas are not a strong predictor of the presence of training points, but that outof-pattern areas are strongly associated with a relative lack of training points. Conversely, high contrast values can also result from a high W+ value coupled with a W- value close to zero. This indicates that inpattern areas are a good predictor of the presence of training points but that out-of-pattern areas are not strongly associated with an absence of training points. The overall confidence in a contrast value can be reported by dividing by its standard deviation.
The method then compares the overall pattern of weights in a number of evidential themes through an application of the Bayes Rule, in which the prior probability, or the expectation of finding a training point in a given area under the expectation of randomness, is modified to produce a posterior probability. This is done by finding the set of unique conditions (i.e., every possible combination of binary patterns included in the analysis), and applying the weights from each of the evidential themes to each unique condition. For example, if two binary patterns were included in the analysis, then there would be four (2 x 2 = 4) unique conditions; if three binary patterns were included, then there would be eight (2 x 2 x 2 = 8). When the posterior probabilities associated with each unique condition have been calculated, a “response theme” depicting the spatial distribution of these probability values is produced.
These probability values can then be reclassified into a more intuitively understandable map.
Weights-of-evidence modeling has the advantage over other multivariate methods (e.g., weighted logistic regression) of being able to take areas of missing data into consideration, and hence to expand the weights generated by data from a small area into a larger region (Agterberg et al. 1993).
However, unlike other methods, it requires that each evidential theme be conditionally independent; this assumption can be evaluated through a standard chi-square test.
Archaeological sites are usually found in the context of a survey, which also generates negative evidence in the sense that it identifies large areas that are not archaeological sites. If one fails to account for this, sampling biases may affect the result. One approach to this problem is to conduct the initial study on surveyed areas only, and then extrapolate the analysis to the region as a whole.
While weights-of-evidence modeling can be a useful tool for archaeologists, several important caveats must be borne in mind. The quality of data available for modeling exercises can be highly 1013
2 variable, in terms of both survey and site recordation. Reducing the complexities of this necessarily incomplete record to a series of training points involves a great deal of simplification. Even setting aside the question of data quality, archaeological sites do not reduce easily to training points, because they represent a wide range of different patterns of prehistoric land use, each of which may have been influenced by a different set of environmental conditions. Finally, it should be kept in mind that the evidential themes employed in any model are simply the ones that the researcher deems relevant (or possible to re-produce), and cannot ever fully represent the entire range of conditions influencing prehistoric land use. The evidential themes themselves may be highly interpretive in nature; e.g., a distance-to-water theme necessarily builds on a researcher’s decision about what constitutes a source of water. Ultimately, it is up to the archaeologist to keep in mind the limitations of the datasets used to generate these types of models, and to recognize that the building of such models is an exploratory, iterative process that should be tested and refined as new information comes in.
METHODS
The analysis comprised several major components: 1) development of evidential themes; 2) compilation of a training-point theme (site locations); and 3) weights calculations and model building.
Each of these is discussed in detail below. All analyses were carried out using ESRI ArcMap 9.3 and the Spatial Analyst extension; weights and modeling runs were performed using the Spatial Data Modeler Extension 3.1.76, which automates many of the tasks involved. All GIS datasets were saved as standard ESRI grids or shapefiles.
A few additional cautionary notes are in order. First, this model is intended to identify highsensitivity areas on a local scale. Regional effects on site density have not been incorporated in this model, and are beyond the scope of this project. Second, this model is only as good as the input data.
We assume the quality and distribution of the survey data to vary randomly, but this likely is not the case. Although we control for survey area, some bias may be introduced as a result of the low number of samples in some areas.
Development of Evidential Themes
The evidential themes for this analysis include slope, hydrology, distance to water, vegetation cover, precipitation, elevation, SSURGO Storie Index value and landform age.
Elevation and Slope
A digital elevation model (DEM) was acquired from the Shuttle Radar Tomography Mission. This dataset had 90 meters resolution and was processed by CGIAR to fill data voids. It was projected into the California Teale Albers (NAD 83) coordinate system used throughout this modeling task. This elevation dataset was used as a basis for derived datasets, including cost models and slope. Elevation was classified into 250 meter increments for analysis.
Slope was calculated from the DEM using the standard ArcMap routine. The resulting slope grid was then averaged over a 90-meter radius, and classified into six groups for further analysis, with the following, roughly logarithmic breaks in degree value: 0.5, 0.8, 1.5, 2.5, 4, 6, 10, 15, and 25.
Hydrology
Surface hydrology and spring locations were modeled using USGS National Hydrography Dataset (NHD) high-resolution data, which were digitized from 1:24,000 scale USGS quadrangles (US Geological Survey 1999b). These data include attribute codes distinguishing artificial features from natural ones and perennial streams from intermittent ones. Also, the drainage paths of selected historic streams and lakes were imported or digitized from historic maps (US Fish and Wildlife Service 1998; Grunsky 1898).
1014
3 The hydrology layers that we built were used to examine various aspects of the role of water in site location. We generated a Euclidean distance to each of several hydrologic types (spring, lakes, streams, streams classified by Stahler order) as well as all permanent water sources. The same distance measurement classifications were used for each analyzed type: 500, 1,000, 1,500, 2,000, 3,500, 5,000, and 10,000 meters.
Landform Age
Landform age was based on the Quaternary geology layer developed for the project from SSURGO and STATSGO digital soils datasets. Age classes included Historical to Modern, Latest Holocene, Late Holocene, Middle Holocene, Early Holocene, Latest Pleistocene, Older Pleistocene, and Pre-Quaternary.
Storie Index
Soils data compiled from the SSURGO database was classified by Storie Index value. The Storie index value is a measure of soil productivity which could serve as a proxy for relative resource productivity. The index value ranges from 1-100. However, the SSURGO database is not consistent across the entire model area, so some places with SSURGO data were not able to be classified. Therefore, the final class breaks were ten percent increments with the addition of a “No Data” class.
Vegetation
We built a prehistoric habitat type map based on the best available vegetation maps. We identified four sources of suitable vegetation data (Table 1). These four data layers were ranked (Table 1) and, when combined, vegetation types from higher ranked layers supplanted lower ranked vegetation types. We normalized vegetation types using existing relationships between two elements of classification systems (California Wildlife Habitat Relationship “crosswalks”), vegetation type descriptions, and expert knowledge. The historic vegetation types in the Central Valley, Bay Atlas, and Küchler layers were reassigned to the closest Wildlife Habitat Relationships vegetation type. These vegetation types were the classes for our weights of evidence analysis.
Table 1. Sources and Ranking for Vegetation Data.
LAYER NAME SOURCE RANK EXTENT
Central Valley Habitats Chico State 1 Sacramento and San Joaquin Valleys Bay Atlas Vegetation Bay Atlas/Far Western 2 San Francisco Bay Area Modern Vegetation Fire and Resource Assessment Program/ United States Forest Service
3 California
Küchler Vegetation Küchler 1977 4 California
Precipitation
Average annual precipitation data for the years 1971 to 2000 was acquired from the USDA PRISM program (USDA 2006). We reclassified the higher precipitation range values in the PRISM dataset into ten classes for the project area: 5, 7, 9, 11, 14, 18, 24, 34, 47, and 67 inches.
Training Points – Archaeological Sites and Survey Coverage In order to generate the training points for the analysis, we relied on the record search sites and initial survey results associated with the TEA project. Therefore, all sites were included in the analysis, not just those located during systematic surveys. The record search extent served as a proxy for the survey extent. The survey extent totaled 279,769 acres (0.39 % of the project area). The record search contained 1,363 prehistoric sites (Table 2).
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4 Table 2. Prehistoric Site Count and Survey Extent.
REGION SITES MODEL AREA
Sierra Foothills 215 38,153 acres (0.67 %)
Sierra 246 31,089 acres (0.27 %)
Great Valley 66 71,581 acres (0.58 %)
Mono 488 53,009 acres (0.83 %)
Mojave 327 61,227 acres (0.22 %)
Central Coast 21 24,710 acres (0.31 %)
TOTAL 1,363 279,769 acres (0.39 %)
Stratification
Due to the large spatial extent and varied geography of the project area we initially stratified training points by geographic region based on the “Sections” within Bailey’s Ecoregions and Subregions of the United States (USFS 2004). A small portion of Kern County was not included in any analyitical strata since it is part of the Southern California Mountains and Valleys Section, but had no sites or survey extent (Figure 1).
Weights Calculation and Model Building
The finished training-point theme was used to assess the predictive potential of each of the evidential themes discussed above via a series of calculations of weights of evidence. Prior to building the model, we had to define the “unit area,” which is the space that one training point is assumed to occupy.
All weights were calculated using an 810-square-meter unit area and were calculated only for surveyed areas to avoid sampling bias.
An initial weights calculation was performed on each layer to generate contrast values and confidence estimates. These metrics were examined to identify break points to create binary patterns that would maximize contrast between in-pattern and out-of-pattern areas. Weights for those binary patterns were then calculated.
A last step before creating the final model was to check for correlation between input layers.
Layers found to be correlated were examined and only the layer with the greater discriminatory ability was used in the final model. When binary-weights calculations were complete, an overall response theme was calculated using the weights calculated for the surveyed areas to extrapolate to the region as a whole.
Results
Initial analysis indicated several trends between site locations and environmental themes (Table 3). We generated binary layers for model building for each stratum and evaluated these for goodness of fit. In general, final models were poor and often consisted of one or two layers with poor discriminatory power. We pursued several alternatives for model building, including combining strata, modifying classifications and hand picking evidential themes; however we were not able to build satisfactory models.
We attribute our model building problems to three main issues. First, we violated one assumption of weights of evidence analysis by not having complete survey coverage, therefore our “negative” survey extent may not have actually been without sites. Similarly, we violated the assumption that sites were located as a result of systematic survey. Finally, our survey coverage and site location are inherently biased since they are based on proximity to highways which are not randomly distributed across the landscape. 1016
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Lake
Success
Shaver
Lake
Eastman
Lake
Hensley
Lake
Huntington
Lake
Deer Creek
Poso
Creek
Owens
River
Amargosa River
Amargosa River
Tule River
Kings River
West Walker River
Dry Creek
Dry Creek
Fresno River
Fresno Slough
San Joaquin
River
Chowchilla River
Mono
Lake
Owens Lake
Isabella
Lake
Inyo
Kern
Fresno
Tulare
Kern
Mono
Madera
Kings
Kings
Fresno
Tulare
Fresno
Inyo
Inyo
San
Bernadino
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Bakersfield
Independence
0 10 20 30 40
Miles
0 25 50 75 100
Kilometers
O
!( Training Points
Model Area
Ecoregion
Central California Coast Ranges Section
Great Valley Section
Mojave Desert Section
Mono Section
Sierra Nevada Foothills Section
Sierra Nevada Section
Figure 1. Model Extent and Model Strata.
- -
-
-
-
D
D
1017
1018
Table 3. Preliminary Modeled Trends for Environmental Themes.
VEGETATION STREAM ORDER PERM. WATER STREAMS SPRINGS LAKES STORIE INDEX SOIL AGE SLOPE PRECIPITATION ELEVATION
CONTRAST COMMENT CONTRAST COMMENT CONTRAST COMMENT CONTRAST COMMENT CONTRAST COMMENT CONTRAST COMMENT CONTRAST COMMENT CONTRAST COMMENT CONTRAST COMMENT CONTRAST COMMENT CONTRAST COMMENT Sierra
Foothills
~ - Negative
contrast
with high
stream order
~ ~ - Negative
contrast close
to springs
~ - Negative
contrast with
unclassified
soils
+ Positive contrast
with pre-quat
~ - Negative
contrast with
low precip
zones
~
Sierra + Positive with
herbaceous
~ - Negative
contrast within
5,000 m
+ Positive
contrast
within 500 m
~ - Negative for
within 500
~ -+ Negative for prequat; positive for
latest-Pleist
+ Increasing
positive up to
25%
+ Positive
contrast for
0-47
- Negative
contrast for
1250 to
2,000
Great
Valley
-+ Negative for
herbaceous;
positive for
desert shrub
++ Positive for
highest 2
classes
++ Positive within
1,500 m
+ Positive
contrast
within 500 m
++ Positive
contrast
within 3,500
m
++ Positive
contrast
within 1,500
m
++ Positive for 50-
90 + Positive for prequat - Negative
contrast with
low slope
+ Positive for
lowest class
- Negative
contrast for 0
to 250
Mono + Positive with
herbaceous
~ ++ Positive
contrast within
1,500 m
++ Positive
contrast
within 1,500
m
++ Positive
contrast
within 3,500
m
~ ~ None - Negative
contrast with
low slope
- Negative
contrast with
low precip
zone
- Negative
contrast for
1,250 –
1,750
Mojave ~ - Negative
contrast
with low
stream order
++ Positive
contrast within
1,500 m ;
positive could
continue to 10
km
++ Positive
contrast
within 2,000
m
~ ++ Positive
contrast
within 2,000
m
~ + Positive contrast
with Hist-Mod and
latest-holo;
negative with
older-pleist, lateholo, early-holo
~ - Negative
contrast for
lowest precip
class
-+ Negative
contrast
within 1,000;
positive
contrast with
1,000 –
1,500
Central
Coast
- Negative for
herbaceous
- Negative
contrast
with low
stream order
+ Positive
contrast within
5,000 m
++ Positive
contrast
within 3,500
m
++ Positive
contrast
within 3,500
m
~ + + + Negative
contrast with
low slope
- Negative
contrast for
lowest precip
class
~
1019
1020
9 REFERENCES
Agterberg, F. P., G. F. Bonham-Carter, and D. F. Wright 1990 Statistical Pattern Integration for Mineral Exploration. In Computer Applications in Resource Estimation: Predictions and Assessment for Metals and Petroleum, G. Gaal and D.
F. Merriam, pp. 1-21. , Pergamon, Oxford.,
Bonham-Carter, Graeme F.
1994 Geographic Information Systems for Geoscientists: Modeling with GIS. Computer Methods in the Geosciences 13. Pergamon, Oxford.
Bonham-Carter, Graeme F., F. P. Agterberg, and D. F. Wright 1988 Integration of Geological Datasets for Gold Exploration in Nova Scotia.
Photogrammetric Engineering and Remote Sensing 54(11):1585-1592.
Bonham-Carter, Graeme F., F. P. Agterberg, and D. F. Wright 1989 Weights of Evidence Modeling: A New Approach to Mapping Mineral Potential. In Statistical Applications in the Earth Sciences, F. P. Agterberg and G. F. Bonham-Carter, pp. 171-183. Geological Survey of Canada Paper 89-9,
Grunsky, Carl E.
1898 Irrigation Near Bakersfield, California. Water-Supply and Irrigation Papers of the US Geological Survey, No. 17. Government Printing Office, Washington, DC.
King, Jerome
2004 Chapter 5: Surface and Subsurface Archaeological Sensitivity. In Landscape Evolution and the Archaeological Record: A Geoarchaeological Study of the Southern Santa Clara Valley and Surrounding Region, edited by Jeffrey S. Rosenthal and Jack Meyer, pp. 81-94. Center for Archaeological Research at Davis Publication 14, University of California, Davis.
Küchler, A. W.
1977 The Map of the Natural Vegetation of California. In Terrestrial Vegetation of California, edited by Michael G. Barbour and Jack Major, John Wiley and Sons, New York.
Mensing, Scott A., Jr. Robert G. Elston, G. L. Raines, R. J. Tausch, and C. L. Nowak 1999 A GIS Model to Predict the Location of Fossil Packrat (Neotoma) Middens in Central Nevada. Western North American Naturalist 60(2):111-120.
USDA Forest Service
2004 Bailey’s Ecoregions and Subregions of the United States, Puerto Rico, and the US Virgin Islands. Reston, VA. http://nationalatlas.gov/atlasftp.html http://www.fs.fed.us/institute/ecoregions/eco_download.html USDA Natural Resources Conservation Service National Water and Climatic Center 2006 103-Year High-Resolution Precipitation Climate Data Set for the Conterminous United States. Spatial Climate Analysis Service, Oregon. http://prism.oregonstate.edu/ US Fish and Wildlife Service
1998 Recovery Plan for Upland Species of the San Joaquin Valley, California, Historical Lakes of the San Joaquin Valley. Endangered Species Recovery Program. Fresno, CA. http://esrp.csustan.edu/gis/metadata/hist_lakes.html
1021
10 US Geologic Survey
1999b The National Hydrography Dataset. USGS Fact Sheet 106-99. US Department of the Interior, US Geological Survey, Eastern Region Geography, Reston, Virginia, http://erg.usgs.gov/isb/pubs/factsheets/fs10699.html, Updated Februrary 2004, Accessed June 2006.
West, G. James, D. T. Hansen, and Patrick Welch
2000 A Geographic Information System-Based Analysis of the Distribution of Prehistoric Archaeological Sites in the Sacramento-San Joaquin River Delta, California. In Along the Shores of Time: Proceedings from an International and Interdisciplinary Conference, R. F.
Kelly and G. Franklin, National Park Service, Washington, DC. 1022
Appendix E. Total Acres of Buried Site Potential along each State Route in Districts 6 and 9 Based on Landform Map Units
Buried Potential Very Low (-1, or 0) Very Low (-1, or 0) Very Low (-1, or 0) Very Low (-1, or 0) Low (1) Moderately Low (2) Low (1) Very Low (-1, or 0) Very Low (-1, or 0) VL to ML Moderate (3) Moderate (3) Moderate (3) Moderate Total High (4) Grand Total Percent of State Route Pre-Quaternary
Older
Pleistocene
Late
Pleistocene
Latest
Pleistocene
Early
Holocene
Middle
Holocene
Historical
and Modern
Artificial
Cut and Fill Water Total (-1, or 0)
Holocene Volcanic
(undivided)
Late
Holocene
Latest Holocene
Volcanic Total (3)
Latest
Holocene Acres All Roads
ALP-089 0.04 0.04 0.04 0.0001%
FRE-005 0.01 96.37 293.73 32.09 422.20 34.39 34.39 595.31 1,051.90 3.9% FRE-033 59.62 15.88 0.05 0.33 75.87 253.34 253.34 241.89 571.10 2.1% FRE-041 131.47 8.70 24.62 29.96 0.11 194.87 74.43 74.43 136.41 405.71 1.5% FRE-043 6.44 7.91 3.91 0.21 18.46 26.53 26.53 34.55 79.55 0.3% FRE-063 26.05 23.88 2.02 0.57 52.51 13.93 66.44 0.2%
FRE-099 135.31 2.35 21.62 17.11 1.31 0.43 178.12 107.53 107.53 197.34 482.98 1.8% FRE-145 3.82 34.72 8.37 12.39 14.08 0.40 0.35 74.12 170.45 170.45 85.34 329.91 1.2% FRE-168 366.58 103.19 69.87 15.32 1.55 15.27 1.71 573.50 61.61 635.11 2.3% FRE-180 403.22 146.51 51.68 124.16 3.44 32.87 0.70 1.34 763.93 69.83 69.83 159.48 993.24 3.6% FRE-198 97.68 37.53 32.98 1.74 0.33 170.27 2.79 2.79 164.80 337.86 1.2% FRE-201 0.24 0.16 0.40 4.45 4.45 5.29 10.14 0.0%
FRE-245 69.76 69.76 69.76 0.3%
FRE-269 3.71 0.30 4.02 23.70 23.70 169.51 197.23 0.7%
INY-006 9.10 32.02 1.62 42.74 12.57 12.57 10.10 65.41 0.2% INY-127 4.52 159.43 41.15 205.11 184.47 184.47 389.57 1.4% INY-136 0.50 7.13 10.02 6.59 3.20 27.44 91.90 91.90 20.34 139.67 0.5% INY-168 160.81 49.67 48.23 18.04 6.17 2.12 285.04 39.59 39.59 105.09 429.72 1.6% INY-178 26.59 126.86 20.29 173.74 97.09 97.09 270.84 1.0% INY-190 174.04 135.62 312.37 18.61 40.03 680.68 223.58 223.58 132.61 1,036.87 3.8% INY-395 66.40 134.64 63.13 156.75 246.86 8.22 675.99 157.13 157.13 370.89 1,204.01 4.4% KER-005 68.94 34.17 10.22 462.81 34.71 24.80 0.35 636.00 746.86 1,382.86 5.1% KER-014 60.99 76.40 70.52 207.91 62.89 62.89 388.65 659.44 2.4% KER-033 50.19 68.72 157.32 0.62 12.90 0.22 289.97 2.90 2.90 291.92 584.80 2.1% KER-041 26.63 5.71 32.34 2.28 2.28 4.97 39.59 0.1%
KER-043 0.02 57.44 3.60 61.06 267.06 328.13 1.2%
KER-046 18.84 145.07 0.40 164.30 17.24 17.24 277.59 459.14 1.7% KER-058 400.57 356.19 60.61 37.95 188.29 1.05 0.83 1,045.49 7.65 7.65 778.76 1,831.91 6.7% KER-065 182.92 6.31 0.36 189.58 17.06 206.64 0.8%
KER-099 136.65 25.74 4.36 124.04 0.98 0.35 292.11 20.83 20.83 600.43 913.37 3.4% KER-119 37.06 23.02 27.82 6.22 0.18 94.31 23.46 23.46 117.50 235.27 0.9% KER-155 326.81 136.64 0.57 6.81 0.00 0.30 471.13 36.06 507.19 1.9% KER-166 59.00 0.42 59.42 10.39 10.39 127.53 197.34 0.7% KER-178 286.84 137.95 23.34 57.12 31.64 6.26 543.15 3.50 3.50 318.07 864.72 3.2% KER-184 49.50 26.97 0.18 76.65 0.54 0.54 44.61 121.80 0.4% KER-202 7.87 26.84 0.97 35.69 33.16 68.85 0.3%
KER-204 1.39 19.73 0.15 21.26 45.87 67.13 0.2%
KER-223 11.86 7.08 7.84 24.95 51.74 56.61 56.61 140.60 248.95 0.9% KER-395 74.11 74.11 22.00 22.00 242.46 338.57 1.2%
KIN-005 188.88 51.13 0.50 240.50 183.96 424.46 1.6%
KIN-033 46.69 3.43 5.63 55.75 97.61 153.36 0.6%
KIN-041 88.07 21.83 1.86 0.59 7.23 1.50 121.07 317.15 438.22 1.6% KIN-043 23.37 4.81 0.20 13.44 0.55 42.37 175.48 217.85 0.8% KIN-137 16.76 16.76 0.1%
KIN-198 10.80 58.13 3.54 15.66 51.86 0.16 140.15 201.68 341.83 1.3% KIN-269 28.39 8.28 36.67 7.79 44.46 0.2%
LA-005 0.00 0.00 0.0%
MAD-041 299.71 66.82 0.35 3.53 5.29 8.86 1.92 0.32 386.79 0.62 0.62 5.15 392.56 1.4% MAD-049 73.06 73.06 73.06 0.3%
MAD-059 1.01 0.68 1.69 1.69 0.0%
1023
1024
Appendix E. Total Acres of Buried Site Potential along each State Route in Districts 6 and 9 Based on Landform Map Units
Buried Potential Very Low (-1, or 0) Very Low (-1, or 0) Very Low (-1, or 0) Very Low (-1, or 0) Low (1) Moderately Low (2) Low (1) Very Low (-1, or 0) Very Low (-1, or 0) VL to ML Moderate (3) Moderate (3) Moderate (3) Moderate Total High (4) Grand Total Percent of State Route Pre-Quaternary
Older
Pleistocene
Late
Pleistocene
Latest
Pleistocene
Early
Holocene
Middle
Holocene
Historical
and Modern
Artificial
Cut and Fill Water Total (-1, or 0)
Holocene Volcanic
(undivided)
Late
Holocene
Latest Holocene
Volcanic Total (3)
Latest
Holocene Acres All Roads
MAD-099 213.40 21.93 27.92 30.15 26.21 1.59 321.20 136.13 457.32 1.7% MAD-145 9.85 81.99 1.10 5.53 24.04 11.63 0.91 135.04 68.86 203.91 0.7% MAD-152 32.16 32.13 32.52 2.77 41.02 0.23 140.83 76.92 217.75 0.8% MAD-233 1.60 5.29 1.13 0.93 8.95 30.49 39.44 0.1%
MER-033 0.01 0.01 0.0%
MNO-006 20.77 20.04 44.83 23.63 109.27 65.66 18.60 84.25 62.77 256.30 0.9% MNO-089 60.28 60.28 60.28 0.2%
MNO-108 42.45 68.40 110.85 5.87 116.72 0.4%
MNO-120 73.13 17.28 8.47 1.78 1.74 0.50 102.90 1.03 77.44 252.68 331.15 21.59 455.65 1.7% MNO-158 15.06 26.40 9.71 0.52 0.29 51.99 3.89 29.97 33.86 39.93 125.78 0.5% MNO-167 11.82 0.86 12.69 156.73 156.73 169.42 0.6%
MNO-168 12.19 12.19 12.19 0.0%
MNO-182 19.41 22.91 22.49 64.81 35.54 100.35 0.4%
MNO-203 4.12 23.97 28.10 3.84 40.70 44.54 72.64 0.3%
MNO-266 64.39 64.39 28.76 28.76 93.15 0.3%
MNO-270 77.81 77.81 77.81 0.3%
MNO-395 196.26 185.50 149.19 12.91 0.15 8.21 552.22 0.81 81.79 240.18 322.78 130.13 1,005.13 3.7% MPA-049 0.17 0.17 0.17 0.0%
SBD-127 16.18 100.27 213.68 330.13 2.47 2.47 332.60 1.2% SBD-178 0.07 0.07 0.0003%
SLO-046 0.001 0.001 0.001 0.0000%
SLO-058 0.00 0.00 0.00 0.0%
TUL-043 64.35 2.01 66.36 111.80 178.15 0.7%
TUL-063 0.49 75.61 37.90 6.89 34.35 2.44 0.15 157.83 136.37 294.20 1.1% TUL-065 307.98 11.40 15.95 23.36 1.61 360.30 48.06 408.36 1.5% TUL-099 130.20 15.80 240.82 151.15 6.11 0.02 544.12 301.73 845.85 3.1% TUL-137 5.84 29.33 116.77 6.66 158.59 67.48 226.07 0.8% TUL-180 10.01 10.01 10.01 0.0%
TUL-190 223.94 46.12 9.26 6.70 46.41 38.02 1.92 2.42 374.79 1.58 1.58 93.57 469.94 1.7% TUL-198 114.32 79.67 16.02 50.18 10.60 1.07 271.85 196.69 468.54 1.7% TUL-201 4.52 89.45 16.26 25.31 0.71 0.15 136.40 54.34 190.74 0.7% TUL-216 6.38 76.82 0.43 1.27 4.83 0.92 90.65 60.09 150.73 0.6% TUL-245 115.44 84.35 7.43 0.79 208.02 55.66 263.68 1.0% Total Acres 4,485.3 3,983.2 1,111.8 1,556.8 1,684.3 769.7 902.7 165.4 36.6 14,695.8 5.7 2,066.3 738.9 2,810.8 9,723.3 27,230.0 1.0 % of All Roads 16.5% 14.6% 4.1% 5.7% 6.2% 2.8% 3.3% 0.6% 0.1% 54.0% 0.02% 7.6% 2.7% 10.3% 35.7% 100.0% Notes: VL to ML ñ Very low to moderately low; Areas calculated using a 10-meter (32.8-foot) buffer along each side of each roadway, or a total width of 60 meters (65.6 feet).
1025
1026
Appendix E. Total Acres of Buried Site Potential along each State Route in Districts 6 and 9 Based on Predictive Model
Buried PotentialState Route
Very Low
0 to -3
Low
1 Moderately Low
2 VL to ML
Total (-1 to 2)
Moderate
3 Moderately High
4 High
5 Very High
6 MH to VH
4 to 6
Grand Total
Acres
Percent of
All Roads
ALP-089 0.1 0.1 0.1 0.0%
FRE-005 303.8 40.2 113.8 457.8 452.0 142.1 142.1 1052.0 3.9% FRE-033 63.1 14.6 50.4 128.1 173.2 202.0 67.8 269.8 571.1 2.1% FRE-041 156.0 5.8 65.5 227.3 144.7 7.8 25.8 33.7 405.7 1.5%FRE-043 ñ 13.2 13.2 41.8 8.0 12.2 4.5 24.6 79.5 0.3% FRE-063 36.2 13.2 49.4 5.4 11.7 11.7 66.4 0.2%
FRE-099 176.3 1.1 105.4 282.8 143.4 1.5 55.2 56.8 483.0 1.8% FRE-145 20.4 33.5 119.5 173.4 79.0 0.2 46.4 30.9 77.5 329.9 1.2%FRE-168 418.8 150.4 0.2 569.4 54.1 1.7 9.9 11.6 635.1 2.3% FRE-180 584.0 92.0 56.6 732.5 206.0 18.8 35.9 54.7 993.2 3.6%FRE-198 86.2 71.5 10.9 168.6 109.5 12.1 47.6 59.7 337.8 1.2% FRE-201 ñ 0.0 4.4 5.7 10.1 10.1 0.0%FRE-245 50.7 18.5 69.1 0.0 0.6 0.6 69.8 0.3% FRE-269 4.0 23.6 27.6 166.0 3.6 3.6 197.2 0.7%
INY-006 30.1 3.6 12.6 46.3 11.3 7.8 7.8 65.4 0.2%
INY-127 3.7 159.4 73.9 237.1 41.5 111.1 111.1 389.6 1.4%INY-136 ñ 8.9 8.9 13.8 13.5 84.3 19.2 116.9 139.7 0.5% INY-168 154.2 110.7 9.2 274.2 52.6 34.9 68.0 102.9 429.7 1.6% INY-178 116.7 45.9 61.2 223.8 10.9 36.1 36.1 270.8 1.0% INY-190 443.0 104.0 116.4 663.5 202.8 18.1 94.0 58.6 170.7 1036.9 3.8%INY-395 90.8 233.2 26.1 350.0 234.7 218.1 131.3 269.8 619.2 1204.0 4.4%KER-005 166.5 23.9 398.9 589.3 336.2 456.9 456.9 1382.4 5.1%KER-014 85.3 70.1 13.7 169.1 188.1 0.2 67.2 235.0 302.4 659.5 2.4% KER-033 156.5 48.4 84.5 289.4 185.4 2.9 107.3 110.1 584.9 2.1%KER-041 9.9 16.7 4.8 31.4 3.4 2.6 2.0 4.5 39.4 0.1% KER-043 58.6 58.6 212.9 56.7 56.7 328.1 1.2%KER-046 50.5 4.1 109.9 164.5 208.5 16.0 69.9 85.9 458.9 1.7%KER-058 717.1 226.8 52.1 996.0 448.9 2.6 383.7 386.3 1831.2 6.7%KER-065 143.0 46.7 189.7 8.2 8.7 8.7 206.6 0.8% KER-099 160.8 4.0 1.8 166.6 455.9 21.4 269.5 290.9 913.4 3.4%KER-119 4.5 38.6 18.7 61.8 42.2 21.2 110.1 131.3 235.3 0.9% KER-155 275.8 194.1 0.4 470.3 27.8 1.6 7.5 9.1 507.2 1.9% KER-166 52.8 12.7 65.5 31.2 4.5 96.1 100.6 197.3 0.7%KER-178 192.2 291.1 17.3 500.6 92.3 8.2 263.6 271.8 864.7 3.2% KER-184 47.4 8.0 55.4 58.5 0.3 7.6 7.9 121.8 0.4%
KER-202 30.0 6.3 0.2 36.5 13.7 0.7 18.0 18.7 68.8 0.3%
KER-204 ñ 20.5 20.5 1.5 45.1 45.1 67.1 0.2%
1027
Appendix E. Total Acres of Buried Site Potential along each State Route in Districts 6 and 9 Based on Predictive Model
Buried PotentialState Route
Very Low
0 to -3
Low
1 Moderately Low
2 VL to ML
Total (-1 to 2)
Moderate
3 Moderately High
4 High
5 Very High
6 MH to VH
4 to 6
Grand Total
Acres
Percent of
All Roads
KER-223 10.1 3.2 51.4 64.7 81.7 14.4 88.0 102.5 248.9 0.9% KER-395 62.1 12.0 16.4 90.5 180.4 5.6 62.2 67.7 338.6 1.2% KIN-005 51.5 145.4 42.9 239.8 29.7 ñ ñ 154.9 154.9 424.5 1.6% KIN-033 53.8 2.2 ñ 56.0 94.2 ñ ñ 3.1 3.1 153.4 0.6%
KIN-041 65.3 53.3 3.7 122.4 76.6 ñ ñ 239.3 239.3 438.2 1.6% KIN-043 ñ 11.2 24.0 35.2 5.1 ñ ñ 177.5 177.5 217.8 0.8% KIN-137 ñ ñ ñ ñ ñ ñ ñ 16.8 16.8 16.8 0.1%
KIN-198 23.9 30.2 59.6 113.6 58.8 ñ ñ 169.4 169.4 341.8 1.3% KIN-269 36.6 ñ 0.0 36.6 7.9 ñ ñ ñ ñ 44.5 0.2%
MAD-041 241.1 133.0 ñ 374.1 9.6 0.9 0.4 6.8 8.1 391.8 1.4% MAD-049 56.3 16.8 ñ 73.1 ñ ñ ñ ñ ñ 73.1 0.3%
MAD-059 ñ 1.0 ñ 1.0 ñ 0.2 ñ 0.0 0.3 1.2 0.0%MAD-099 243.0 49.6 2.0 294.7 113.9 7.5 ñ 40.9 48.5 457.0 1.7% MAD-145 75.7 37.6 1.4 114.7 43.7 12.2 ñ 33.3 45.5 203.9 0.7% MAD-152 118.6 3.3 ñ 121.9 57.9 1.4 ñ 36.0 37.4 217.3 0.8% MAD-233 8.8 ñ ñ 8.8 30.6 ñ ñ ñ ñ 39.4 0.1%
MER-033 ñ ñ ñ ñ 0.0 ñ ñ ñ ñ 0.0 0.0%
MNO-006 24.3 33.4 44.8 102.5 54.3 24.6 21.2 53.7 99.5 256.3 0.9% MNO-089 60.3 ñ ñ 60.3 ñ ñ ñ ñ ñ 60.3 0.2%
MNO-108 110.4 ñ 1.2 111.6 4.8 ñ ñ ñ ñ 116.4 0.4%
MNO-120 67.9 31.5 5.5 104.9 89.4 ñ 78.6 182.6 261.2 455.5 1.7% MNO-158 36.5 14.2 1.2 51.9 8.9 ñ 11.8 53.2 64.9 125.8 0.5% MNO-167 11.7 ñ ñ 11.7 32.3 ñ ñ 125.3 125.3 169.3 0.6%
MNO-168 ñ 12.2 ñ 12.2 ñ ñ ñ ñ ñ 12.2 0.0%MNO-182 65.0 ñ ñ 65.0 35.4 ñ ñ ñ ñ 100.4 0.4% MNO-203 19.6 10.4 3.9 33.9 38.7 ñ ñ ñ ñ 72.6 0.3%
MNO-266 ñ 64.9 28.3 93.2 ñ ñ ñ ñ ñ 93.2 0.3%
MNO-270 75.9 1.9 ñ 77.8 ñ ñ ñ ñ ñ 77.8 0.3%
MNO-395 436.5 104.5 17.8 558.9 237.7 1.7 86.3 120.3 208.3 1004.8 3.7% MPA-049 0.2 ñ ñ 0.2 ñ ñ ñ ñ ñ 0.2 0.0%
SBD-127 159.4 62.0 2.6 224.0 108.6 ñ ñ ñ ñ 332.6 1.2%
SBD-178 ñ ñ ñ ñ ñ ñ ñ 0.1 0.1 0.1 0.0%TUL-043 56.2 ñ 7.6 63.7 21.1 ñ ñ 93.3 93.3 178.2 0.7% TUL-063 86.0 36.0 0.2 122.3 24.3 34.8 ñ 112.9 147.7 294.2 1.1% TUL-065 296.2 49.2 1.8 347.1 33.3 ñ ñ 28.0 28.0 408.4 1.5% TUL-099 118.0 185.2 3.7 306.9 389.7 51.5 ñ 97.8 149.3 845.8 3.1% TUL-137 125.3 5.3 ñ 130.6 72.0 ñ ñ 23.4 23.4 226.1 0.8%
1028
Appendix E. Total Acres of Buried Site Potential along each State Route in Districts 6 and 9 Based on Predictive Model
Buried PotentialState Route
Very Low
0 to -3
Low
1 Moderately Low
2 VL to ML
Total (-1 to 2)
Moderate
3 Moderately High
4 High
5 Very High
6 MH to VH
4 to 6
Grand Total
Acres
Percent of
All Roads
TUL-180 10.0 ñ ñ 10.0 ñ ñ ñ ñ ñ 10.0 0.0%
TUL-190 181.6 158.6 7.7 347.9 59.0 ñ 0.1 63.0 63.1 469.9 1.7% TUL-198 84.3 110.7 3.3 198.3 32.2 49.1 ñ 188.9 238.0 468.5 1.7% TUL-201 117.2 4.9 ñ 122.2 38.3 ñ ñ 30.2 30.2 190.7 0.7% TUL-216 1.7 82.4 1.3 85.4 4.3 1.4 0.4 59.2 61.0 150.7 0.6% TUL-245 69.4 132.9 1.5 203.8 9.5 ñ 1.6 48.8 50.4 263.7 1.0% Total Acres 8,149.7 3,704.5 1,907.1 13,761.4 6,541.5 445.1 1,166.6 5,311.2 6,922.9 27,225.8 1.0% of All Roads 29.9% 13.6% 7.0% 50.5% 24.0% 1.6% 4.3% 19.5% 25.4% 100.0%Notes: VL to ML ñ Very Low to Moderately Low; MH to VH ñ Medium High to Very High; Areas calculated using a 10-meter (32.8-foot) buffer along each side of each roadway, or a total width of 60 meters (65.6 feet).
1029
1030
APPENDIX F
KNOWN BURIED PREHISTORIC ARCHAEOLOGICAL SITES
IN CALTRANS DISTRICT 6/9
1031
1032
Appendix F. Known Buried Prehistoric Archaeological Sites in Caltrans District 6.
AREA AND/OR SITE NUMBER DEPOSIT TYPE MINIMUM DEPTH (CM) MAXIMUM DEPTH (CM) MINIMUM CAL BP MAXIMUM CAL BP SURFACE SOIL BSP SCORE REFERENCE FRE, Los Gatos Creek Site Buried soil 700 - 5269 - Posochanet 6 Atwater et al. 1990 FRE, Riverdale Man Buried deposit 200 - 339 - Chino 6 Breschini et al. 1996 FRE-0257, Arroyo Hondo Buried soil 320 440 970 1603 Cerini, Kimberlina 6 Bull 1964b; Meyer, Rosenthal, and Young (this study) FRE-2365, Panoche Creek Buried soil 52 195 449 1344 Mugatu 6 Milliken and Meyer 1997 KER-0116, Buena Vista Lake Buried deposit 310 440 7738 8379 Kimberlina 6 Fredrickson and Grossman 1977 KER-0490, Rogers Lake Buried soil/dune 18 55 599 768 Leuhman 3 Byrd 1996 KER-0500, Rogers Lake Buried soil/dune 35 - 388 - Leuhman 3 Byrd 1996 KER-0501, Rogers Lake Buried soil/dune 35 65 1674 1852 Cajon 3 Byrd 1996 KER-1627 Buried soil 52 - 3119 - Nahrub 3 Breschini et al. 1985 KER-2378, Rogers Lake Buried soil/dune 25 38 607 849 Hi Vista 1 Byrd 1996 KER-3085, Elk Hills Buried soil 123 - 1265 - Kimberlina 6 Culleton et al. 2005 KER-3939, Clark Wash Buried deposit 135 450 6375 7997 Arizo 6 Gardner et al. 2002 KIN-80, Tulare Basin Buried soil 177 245 4954 8971 Wasco, Westcamp 6 Gardner et al. 2005; Meyer, Rosenthal, and Young (this study) TUL-1052, Sunset Point Buried soil 129 - 9081 - Chaix 0 Dillon 1992 Notes: BSP ñ Buried site potential; 6 ñ Very High, 5 ñ High, 4 ñ Moderately High, 3 ñ Moderate, 2 ñ Moderately Low, 1 ñ Low, 0 ñ Very Low. 1033
Appendix F. Known Buried Prehistoric Archaeological Sites in Caltrans District 9.
AREA AND/OR SITE NO.
DEPOSIT TYPE
MINIMUM
DEPTH (CM)
MAXIMUM
DEPTH (CM)
MINIMUM
CAL BP
MAXIMUM
CAL BP
SURFACE
SOIL
BSP
SCORE REFERENCE
INY, Deep Springs Valley Site Buried soil 182 - 1296 - Veet 6 Ives et al. 1964; Lustig 1965 INY, Little Lake Site Buried soil 75 150 1333 1355 Cartago 4 Mehringer and Sheppard 1974; Robinson and Trimble 1983 INY, Owens Valley, Hearth Gully Buried soil 50 - 488 - Yellowrock 5 Meyer, Rosenthal, and Young (this study) INY-0182, Stahl Site Buried deposit 55 165 604 10018 Rock outcrop 1 Schroth 1994 INY-0372, Rose Spring (Locus 1) Buried soil 45 290 392 4328 Cartago 4 Berger and Libby 1967; Clewlow et al. 1970; Yohe 1992, 1998 INY-0444, Ray Cave Buried deposit 115 - 3636 - Cajon 6 Panlaqui 1974; Gilreath 2000 INY-1384/H Buried deposit? na - 1657 - Goodale 2 Faull 2006 INY-1991, Olanche/Cartago Buried soil 125 - 6657 - Cajon 6 Byrd and Hale 2003 INY-5084, Burro Canyon Buried deposit 25 - 627 - Cajon 1 Gilreath and King 2003 INY-5273/H Buried deposit 65 70 399 461 Shondow 5 Zeanah and Leigh 2002 INY-5276 Buried deposit 57 141 3421 3636 Winerton 5 Zeanah and Leigh 2002 INY-5281 Buried soil 45 - 2628 - Cartago 4 Zeanah and Leigh 2002 INY-5761, Independence Buried deposit 92 93 1251 1383 Shabbell 3 Basgall et al. 2002 INY-5873/H Buried soil 65 - 2015 - Taboose 1 Zeanah and Leigh 2002 INY-5875 Buried deposit 33 45 180 172 Cartago 4 Zeanah and Leigh 2002 INY-5877 Buried soil 25 - 554 - Taboose 1 Zeanah and Leigh 2002 INY-5967, Olanche/Cartago Buried soil 75 75 1488 1650 Arizo 6 Byrd and Hale 2003 INY-6021, Olanche/Cartago Buried soil 65 95 1405 1972 Arizo 6 Byrd and Hale 2003 MNO-0574 Buried volcanic 65 65 1197 1755 Haypress family 2 3 Goldberg et al.1990 MNO-0891, Walker Creek Buried soil 73 - 5517 - Alamedawell 6 Carpenter 2001 Notes: BSP ñ Buried site potential; 6 ñ Very High, 5 ñ High, 4 ñ Moderately High, 3 ñ Moderate, 2 ñ Moderately Low, 1 ñ Low, 0 ñ Very Low. 1034
APPENDIX G
QUATERNARY GEOLOGY MAP
AND BURIED SITE POTENTIAL MAP FOR DISTRICT 6/9
1035
1036
Map 1. Pleistocene and Holocene Depositional Landforms in Caltrans Districts 6 and 9 (Fresno, Inyo, Kern, Kings, Madera, Mono and Tulare counties) "'
'------------------------------------------------------------------------------------------ _,;.. li'iil,~ -----
• Sherman Peak
Castl ~ Mountai n
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co
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erced
esno
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akeBed
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• '
Compiled from Soil Survey Geographic Database and U.S. General Soil Map coverages produced by the Natural Resource Conscn ,ation Scn,icc.
Landform Map Unit
Water LH
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p d
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ake
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J
Trona
Early Holocene Volcanic (11,500 - 7,000 cal BP)
LtP Latest Pleistocene (15,000 - 11 ,500 cal BP)
Artificial Cut and Fill (less than 150 cal BP) Hvun Holocene Volcanic (undivided) (150-11 ,500 cal BP) LP Late Pleistocene (25,000 - 15,000 cal BP) Historical and Modern (less than 150 years) MH Middle Holocene (7,000 - 4,000 cal BP) Older Pleistocene (1 .9 million years - 25,000 cal BP) LtH Latest Holocene (2,000 - 150 cal BP) Early Holocene (11 ,500 -7,000 cal BP) pQ Pre-Quaternary (greater than 1.9 million years) ~-,
y.
-:..
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1037
Map 2. Buried Archaeological Potential in Caltrans Districts 6 and 9 !
(Fresno, Inyo, Kern, Kings, Madera, Mono and Tulare counties) ' ' •. -....
·-·- •. \
·' ., /
• Goal Mo
..
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,I -II
ain
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1 ..
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• Sentinel Dome
(
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Mount Kaweah . ,
Mount Williamson
Mo\lnt Florence
• Kem Peak
•
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• Mount Langle y
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r
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Note Regarding Sensitivity: The potential for buried archaeologica l resources depicted on this map is based on the distribution and age of geologica l deposits present at the modern ground surface, distance to water, and landfonn slope.
Compiled from Soil Survey Geographic Databa se and U.S. General Soil Map coverages produced by the Natural Resource Conservation Service.
Sensitivity For Buried Soils (Model Weight) - Moderate (3) Very Low (less than 1) Moderately High (4)
Low (1) I I High (5)
Moderately Low (2) - Very High (6)
-r
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r
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-
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• ramid Peak
10 20
• Mount Palmer
:,
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(I)
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,, C.
Ill
1038
95 Argonaut Residential Project
Initial Study/Mitigated Negative Declaration
FCS
APPENDIX D:
Geotechnical Due Diligence Review
1039
THIS PAGE INTENTIONALLY LEFT BLANK
1040
1000 North Coast Highway Suite 10 • Laguna Beach, California 92651 • (949) 403-7229 • SAgeotechnical.com May 31, 2024
Project No. 24059-01
To: Meritage Homes
5 Peters Canyon Road, Suite 310
Irvine, California 92606
Attention: Ms. Emma Hill
Subject: Geotechnical Subsurface Exploration, Due Diligence Study, and Preliminary Geotechnical Recommendations, Proposed Residential Development, 95 Argonaut, City of Aliso Viejo, California
At your request, SA Geotechnical, Inc. (SA GEO) has conducted subsurface exploration and geotechnical due diligence study for the proposed residential development located at 95 Argonaut in the City of Aliso Viejo, California (Figure 1). The purpose of this study was to evaluate the geotechnical site conditions in light of the proposed grading and improvements in order to provide a geotechnical summary of conditions and preliminary geotechnical recommendations for project design, grading, and construction. Our evaluation included review of collected geologic and geotechnical engineering reports and maps pertinent to the subject site; a site-specific subsurface exploration; laboratory testing; geotechnical analysis; and preparation of this report.
The subject site is currently developed with a 2-story office building, retaining wall along the westerly property line, at-grade asphalt concrete paved parking lot and associated drive aisles, and hardscape/landscape improvements, all of which will be demolished as part of the proposed project. An approximately 20-foot-high descending slope is present along the easterly property boundary. Based on our review and field exploration, the primary geotechnical constraints include the presence of highly expansive silty/clayey soil that is diatomaceous and seismic shaking during a strong seismic event. The subsurface artificial fill soils at the site are primarily highly plastic silt/clay with minor interlayered clayey/silty sands. The artificial fill soils are generally diatomaceous and derived from Monterey Formation bedrock. Bedrock of the Monterey and Niguel Formations underlie the site at depth. Groundwater was encountered in one boring (H-4) during drilling, at a depth of 55 feet below ground surface. Onsite stormwater infiltration is not feasible considering that the site is underlain by relatively thick artificial fill, which are predominantly silty/clayey, overlying bedrock.
This report presents our findings, conclusions, and preliminary design recommendations for the subject residential development. Based on our review, the proposed grading and development is considered geotechnically feasible provided the recommendations in this report are implemented during design, grading, and construction. Additional evaluation and analysis may need to be performed once the project plans for grading and foundations are developed.
GEOTECHNICAL
OPTIM IZED SOIL ENGINEER ING
1041
24059-01
May 31, 2024
ii
240531_95 Argonaut (24059-01) DD Report.docx
References pertinent to the site are included in Appendix A. Boring and laboratory test data are included in Appendix B and C, respectively. Seismic design parameters are presented in Appendix D. Slope stability analysis is presented in Appendix E. General earthwork and grading specifications are presented in Appendix F.
If you have any questions regarding this report, please contact our office. We appreciate the opportunity to provide our services.
Respectfully submitted,
SA GEOTECHNICAL, INC.
Anthony Zepeda, CEG 2681 Reza Saberi, GE 3071
Project Geologist Principal Engineer
Peter Anderson, CEG 2596
Principal Engineering Geologist
1042
24059-01
May 31, 2024
iii
240531_95 Argonaut (24059-01) DD Report.docx
TABLE OF CONTENTS
EXECUTIVE SUMMARY ............................................................................................................... 1
1.0 INTRODUCTION ..................................................................................................................... 2
1.1 Introduction and Scope of Services ....................................................................................... 2
1.2 Site Condition and History .................................................................................................... 2
1.3 Proposed Grading and Improvements ................................................................................... 3
1.4 Subsurface Exploration ......................................................................................................... 3
1.5 Laboratory Testing ................................................................................................................ 4
2.0 GEOTECHNICAL FINDINGS ................................................................................................. 5
2.1 Geologic Setting and Earth Units .......................................................................................... 5
2.2 Geotechnical Conditions ....................................................................................................... 5
2.3 Groundwater .......................................................................................................................... 6
2.4 Regional Faulting and Seismicity ......................................................................................... 7
2.5 Slope Stability ....................................................................................................................... 7
2.6 Settlement and Foundation Considerations ........................................................................... 8
2.7 Stormwater Infiltration Feasibility ........................................................................................ 8
2.8 Shrinkage and Bulking .......................................................................................................... 8
2.9 Existing Utilities and Pavement Section ............................................................................... 8
3.0 CONCLUSION AND PRELIMINARY RECOMMENDATIONS .......................................... 9
3.1 General Conclusion and Recommendation ........................................................................... 9
3.2 Site Preparation and Earthwork ............................................................................................. 9
3.2.1 Site Demolition and Clearing ............................................................................................. 9
3.2.2 Protection of Existing Improvements and Utilities ............................................................. 9
3.2.3 Remedial Grading Measures ............................................................................................. 10
3.2.4 Fill Placement ................................................................................................................... 10
3.2.5 Import ................................................................................................................................ 11
3.3 Settlement Potential ............................................................................................................. 11
3.4 Foundation Design .............................................................................................................. 11
3.5 Caisson Design .................................................................................................................... 13
3.6 Retaining Walls Design and Lateral Earth Pressures .......................................................... 13
3.7 Seismic Design Parameters ................................................................................................. 14
3.8 Slope Stability and Slope Setback ....................................................................................... 15
3.9 Corrosivity ........................................................................................................................... 16
3.10 Expansion Potential ............................................................................................................. 16
3.11 Interior Slab Moisture Mitigation........................................................................................ 17
3.12 Exterior Concrete ................................................................................................................ 17
3.13 Preliminary Asphalt Concrete Pavement Design ................................................................ 18
3.14 Vehicular PCC Pavements .................................................................................................. 19
3.15 Concrete Paver Section ....................................................................................................... 19
3.16 Trench Excavation and Backfill .......................................................................................... 20
3.17 Groundwater ........................................................................................................................ 21
3.18 Stormwater Infiltration ........................................................................................................ 21
3.19 Surface Drainage and Irrigation .......................................................................................... 21
3.20 Slope Maintenance, Lot Drainage, and Erosion Control ...................................................... 22
3.21 Additional Subsurface Exploration and Laboratory Testing ............................................... 22
3.22 Review of Future Plans ....................................................................................................... 22
3.23 Observation and Testing during Grading and Construction ................................................ 22
4.0 LIMITATIONS ................................................................................................................... 24 1043
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TABLE OF CONTENTS (Continued)
List of Illustrations
Figure 1 ñ Site Location and Seismic Hazards Map ñ Rear of Text Figure 2 ñ Regional Geologic Map ñ Rear of Text
Figure 3 ñ Regional Fault Map ñ Rear of Text
Figure 4 ñ Retaining Wall Drainage Detail ñ Rear of Text Appendices
Appendix A ñ References
Appendix B ñ Boring Logs
Appendix C ñ Laboratory Test Data
Appendix D ñ Seismicity Data
Appendix E ñ Slope Stability Analysis
Appendix F ñ General Earthwork and Grading Specifications Plates
Plate 1 ñ Geotechnical Map ñ Rear of Appendices
Plates 2 and 3 ñ Geotechnical Cross-Sections A-A' and B-B' ñ Rear of Appendices 1044
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EXECUTIVE SUMMARY
The subject site is underlain by relatively thick artificial fill material as a result of mass grading and development that occurred in the 1980s. Approximately 25 to 75 feet of fill was encountered in all borings which generally consisted of olive gray, olive brown, bluish gray, brown, and black clayey silt, clay, silty/sandy clay, clayey sand, and silty sand that was moist to wet and medium stiff to hard/medium dense to dense. The fine-grained fill materials are derived from the Monterey Formation and were found to be diatomaceous. Bedrock of the Monterey and Niguel Formations were encountered during drilling, underlying the artificial fill at depth.
The primary geotechnical constraints at the site include the following:
• Presence of highly expansive silty/clayey soils that are diatomaceous; and • The potential for seismic shaking during an earthquake event.
Remedial grading for the site should consist of the removal and re-compaction of all weathered/disturbed fill materials. Remedial removals are anticipated to be on the order of 3 to 4 feet below existing grades within the proposed building pads. Remedial grading within the proposed drive areas may be limited to removal and re-compaction of the soils in the upper 1 to 2 feet.
Deeper removals may be required where existing trees, utility lines, structures, and foundations are to be abandoned/removed. Considering that the onsite soils predominately consist of silty/clayey soils that are diatomaceous, achieving adequate compaction at acceptable moisture contents during fill placement may require additional mixing and compaction effort.
Groundwater was encountered in one boring (H-4) during our exploration, at a depth of 55 feet bgs (within Niguel Formation). Historic high groundwater is mapped 20 feet below original grades; however, this does not account for the mass grading and fill placement that occurred onsite.
In general, we anticipate groundwater to remain at least 20 feet below existing grades upon the completion of grading. However, seepage/groundwater may be present at shallower depth locally and can fluctuate on an annual and seasonal basis.
Considering the relatively minor grading anticipated to achieve design grades, the laboratory test data, building foundations and slabs should be designed to tolerate a total settlement of 2 inches and a differential settlement of 1-inch over a span of 40 feet. Onsite soils are anticipated to have "High" expansion potential at the completion of grading and are considered corrosive to concrete ("S2").
Based on our findings, we conclude that the proposed residential development is feasible from a geotechnical viewpoint, provided it is designed and constructed in accordance with the recommendations presented in this report and the future design/plan review report(s). The site is not considered suitable for infiltration of storm water. 1045
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1.0 INTRODUCTION
1.1 Introduction and Scope of Services
At your request, SA Geotechnical, Inc. (SA GEO) has conducted subsurface exploration and geotechnical due diligence study for the proposed residential development located at 95 Argonaut in the City of Aliso Viejo, California (Figure 1). The purpose of our study was to assess the onsite geologic and geotechnical conditions and provide preliminary recommendations for design, grading, and construction of the proposed residential development. A Topographic Survey by X Engineering & Consulting, received on May 15, 2024, has been utilized as the base for our Geotechnical Map (Plate 1).
Our scope of services for this due diligence study included the following tasks:
• Review of available published geologic and geotechnical maps, reports, and data for the subject site and surrounding area, including an archive search of City of Aliso Viejo records. A list of references is included in Appendix A.
• Historic aerial photograph review, dating back to 1931. • Notification and coordination with DigAlert to identify and clear boring locations of underground utilities.
• Subsurface exploration consisting of excavation, sampling and logging of four hollow-stem auger borings (H-1 through H-4) to depths ranging from 41.5 to 81.5 feet below ground surface (bgs). Boring logs are included in Appendix B.
• Laboratory testing of selected samples to determine engineering properties of onsite soils, including in-situ moisture and density, grain size distribution, Atterberg limits, maximum density and optimum moisture content, consolidation/collapse, shear strength, expansion potential, and soluble sulfate content. Laboratory test results are included in Appendix C. • Geotechnical evaluation and analysis of the compiled data regarding the proposed grading and development.
• Evaluation of faulting, seismicity, and seismic and static settlement in accordance with the 2022 California Building Code (CBC).
• Preparation of this report including our findings, conclusions, preliminary recommendations, and accompanying illustrations.
SA GEO's expertise and scope of services do not include assessment of potential subsurface environmental contaminants or environmental health hazards.
1.2 Site Condition and History
The subject site is located at 95 Argonaut, Aliso Viejo, California (see Figure 1), and is legally described as Parcel 1 of Parcel Map No. 85-158, Assessorís Parcel Number (APN) 141-521-48.
The approximately 2.85-acre site is bound by Glenwood Lane to the north, Argonaut Street to the west and south, a Moulton Niguel Water District reservoir/tank to the east, and other commercial properties to the southeast. The site is currently developed with an approximately 24,879 squarefoot two-story commercial building with at-grade asphalt-paved parking lot, drive aisles, and 1046
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associated landscaping/hardscaping. The site is primarily flat, with elevations ranging from 440 to 448 feet above mean sea level. A retaining wall is present along the western property line, approximately 3 to 6 feet in height, with an ascending 3- to 4-foot-high 2H:1V slope above. There is an approximately 20-foot-high descending 2H:1V slope along the easterly property line extending offsite to the adjacent water reservoir/tank.
Based on our review of available historic aerial photographs dating back to 1931, the earliest land use at the subject site and surrounding areas were for agricultural purposes (ranching).
Development of the surrounding area for commercial use began in the early 1980s, although the subject site remained an undeveloped natural drainage/swale. The site was mass graded between 1985 and 1987, concurrent with the construction of the water tank to the east. This mass grading appears to have occurred concurrent with the adjacent geotechnically-observed mass grading (Jack G. Raub Company, 1987), although no documents pertaining to the grading of the subject site were recovered during our archive search of City/County records. The geotechnical maps/report associated with the adjacent graded commercial lots overlap with the western portion of the subject site and detail a historical (pre-grading) topography ranging from 390 to 412 feet above sea level (Jack G. Raub Company, 1987); however, topography for the eastern and southern portion of the subject site were not included. This suggests a minimum of 30 to 60 feet of design fill associated with mass grading, although this does not account for any remedial grading/removal of alluvium during grading. The streets in the industrial complex were constructed by 1988, along with some of the other commercial buildings in the area. The existing two-story commercial building at the subject site was constructed by 1990. No significant changes were observed on the subject site since initial development and construction of the existing commercial building.
1.3 Proposed Grading and Improvements
Prior to any site development or grading, the existing structures, pavements, utilities, and hardscape will be demolished. Considering the site is relatively flat, we anticipate design grading to consist of cuts and fills on the order of 1 to 3 feet to reach pad grades and provide proper site drainage. Locally, deeper cuts/fills may be required were retaining structures are proposed.
The proposed project is anticipated to include grading/construction for residential development.
Based on our review of the Site Plan provided by you, dated March 2024, we understand that the proposed project will consist of 8 multifamily buildings totaling 62 residential units. We anticipate the proposed structures will be 3- to 4-story and consist of wood-framed construction. The development will also include infrastructure improvements, parking/drive aisles, stormwater filtration devices and landscape/hardscape improvements.
1.4 Subsurface Exploration
Our field exploration was performed on April 22, 2024, and included excavation of four hollow stem auger borings (H-1 through H-4) to depths ranging from 41.5 to 81.5 feet bgs.
The borings were geologically logged, and samples were obtained at selected intervals. After completion of drilling, the excavations were backfilled with soil cuttings and tamped. Pavement at the boring locations was repaired with cold patch asphalt. The approximate boring locations are shown on Plate 1 (Geotechnical Map). Boring logs are included in Appendix B. 1047
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Soil sampling was performed using a Modified California ring sampler. Relatively undisturbed ring samples were obtained from the borings at various depths with a 2.5-inch inside-diameter, split-barrel sampler. The sampler was driven with a 140-pound, automatic trip hammer, free falling 30 inches. The sampling was used to assess the soil beneath the site as well as to obtain a measure of resistance of the soil to penetration (recorded as blows-per-foot on the geotechnical boring logs). Representative bulk samples of onsite soils were also collected from soil cuttings and used for additional soil identification purposes and laboratory testing.
1.5 Laboratory Testing
Representative samples of onsite soils collected during our field exploration were tested to characterize the engineering properties. Laboratory tests performed on selected relatively undisturbed and bulk soil samples included:
• Moisture content and dry density;
• Grain size analysis;
• Atterberg limits;
• Direct shear;
• Consolidation;
• Maximum density and optimum moisture content;
• Expansion potential; and
• Soluble sulfate.
Laboratory tests were conducted in general conformance with applicable ASTM International standards. The laboratory test results are provided in Appendix C. 1048
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2.0 GEOTECHNICAL FINDINGS
2.1 Geologic Setting and Earth Units
The subject site is located in the eastern foothills of the San Joaquin Hills, within the Peninsular Ranges geomorphic province of Southern California. The site is mapped by the U.S. Geological Survey (USGS, 2006) as underlain by sedimentary bedrock of the Monterey and Niguel Formations that is successively overlain by unconsolidated alluvium. Based on our subsurface exploration and understanding of the site history, the subject site was mass graded in the 1980's resulting in thick artificial fill materials placed over bedrock. No alluvium was encountered in any of our borings and is assumed to have been removed during mass grading. The earth unit distribution and our interpretation of the subsurface conditions are shown on the Geotechnical Map (Plate 1) and Geotechnical Cross-Sections A-A' and B-B' (Plates 2 and 3).
Our subsurface exploration encountered compacted Artificial Fill (Af) underlying the site as a result of original mass grading. Approximately 25 to 75 feet of artificial fill was encountered in all borings which generally consisted of olive gray, olive brown, bluish gray, brown, and black clayey silt, clay, silty/sandy clay, clayey sand, and silty sand that was moist to wet and medium stiff to hard. The fine-grained fill materials appear to be derived from the Monterey Formation and were found to be diatomaceous.
We encountered sedimentary bedrock of the Monterey Formation (Tm) and Niguel Formation (Tn) underlying the fill materials in all borings. Based on our review of the regional geologic mapping, the earth units are in fault contact below the site (see Figure 2). The fault is inactive/preQuaternary. The Monterey Formation bedrock generally consisted of olive gray, olive brown, brown, pale yellow, and white siltstone that was very moist to wet, very stiff to hard, and highly diatomaceous. Bedding was observed to be massive to well bedded with thin to laminated bedding.
The Niguel Formation was encountered in one boring (H-4) and the bedrock generally consisted of yellowish brown to yellowish gray sandstone that was saturated and very dense. The sandstone was observed to be massive, weakly indurated, and slightly friable.
2.2 Geotechnical Conditions
Based on our geotechnical exploration and laboratory testing, the site geotechnical conditions are generally as follows:
Soil Moisture Content and Dry Density: Onsite artificial fill materials had in-situ moisture contents and dry densities ranging from 10.9 to 84.2 percent and 50.6 to 117.9 pounds per cubic foot (pcf), respectively. Bedrock of the Monterey Formation had in-situ moisture contents ranging from 26.7 to 86.7 percent and dry densities ranging from 51.1 to 96.9 pcf. Please note that the high moisture contents and low densities in the artificial fill and Monterey Formation are typical of diatomaceous materials. Niguel Formation bedrock had in-situ moisture contents ranging from
15.4 to 23.8 percent and dry densities ranging from 96.6 to 115.2 pcf.
Blow counts (blows-per-foot of penetration) in the artificial fill generally ranged from 11 to 66 blows per foot. Blow counts in bedrock ranged from 22 blows per foot to 50 blows for 3.5 inches. 1049
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Soil Properties: Grain-size distribution tests were conducted on three bulk samples collected from the uppermost 5 feet. The samples were classified in accordance with the Unified Soil Classification System (USCS) as highly plastic silt (MH) with fines contents (passing No. 200 sieve) ranging from 64 to 73 percent.
Soil plasticity testing was performed on three bulk samples collected from the uppermost 5 feet.
The samples were classified as highly plastic silt (MH) with Plasticity Indices ranging from 31 to 37 and Liquid Limits ranging from 70 to 83 percent.
Maximum dry density testing of one near surface sample (collected from the uppermost 5 feet) indicates that the silty soil (MH) has a maximum dry density of 94.1 pcf at optimum moisture content of 20.5 percent.
Shear Strength: Two direct shear tests (relatively undisturbed samples) were performed on samples collected at depths of 2.5 and 5 feet, representative of existing fill materials. The undisturbed direct shear test results indicate that the samples had ultimate internal friction angles of 24 and 26 degrees at cohesions of 400 and 450 pounds per square foot (psf), respectively. The peak internal friction angles were 28 and 29 degrees with cohesions of 450 and 775 psf, respectively.
Consolidation: Tests were performed on four samples collected at depths ranging from 2.5 to 15 feet, representative of existing fil materials. The testing showed that the diatomaceous fill materials are moderately compressible. However, the pre-consolidation pressures are relatively high (higher than 5 ksf). The samples generally had negligible collapse and swell upon the addition of water at a load of 3.2 ksf.
Expansion Potential: Expansion index testing was performed on two samples collected in the upper 5 feet. The results indicate a "High" expansion potential (EI = 91 and 104).
Soluble Sulfate: Soluble sulfate testing was performed on two bulk samples collected from the uppermost 5 feet. The results indicate negligible soluble sulfate content; however, per our experience with the Monterey Formation and review of the laboratory testing from the adjacent development (Jack G. Raub Company, 1987), we anticipate the soluble sulfate content of the onsite soils to be classified as "S2" per Table 19.3.1.1 of ACI-318-14.
2.3 Groundwater
Groundwater was encountered during our subsurface exploration in one boring (H-4) at a depth of 55 feet below ground surface (bgs) within the Niguel Formation. Groundwater was not encountered in boring drilled within the Monterey Formation to a depth of 81.5 feet bgs. The presence of the fault contact between Monterey and Niguel formations may act as a barrier for groundwater migration.
Historic high groundwater mapping indicates high groundwater is greater than 20 feet bgs (CDMG, 2001a). Please note that this is below original grades prior to mass grading and significantly raising grade across the site. Groundwater is anticipated to fluctuate both seasonally and annually, but it is expected to remain deep below the site. 1050
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2.4 Regional Faulting and Seismicity
Regional Faults: The site is not located within a fault-rupture hazard zone as defined by the Alquist-Priolo Special Studies Zones Act (CGS, 2018). Also, based on mapping by the State (Jennings and Bryant, 2010), there are no active faults mapped at the site. As discussed previously, the Monterey and Niguel Formations are in fault contact deep below the site; however, the fault is considered inactive (Pre-Quaternary). Regional Faults are presented on Figure 3.
Seismicity: Properties in southern California are subject to seismic hazards of varying degrees depending upon the proximity, degree of activity, and capability of nearby faults. These hazards can be primary (i.e., directly related to the energy release of an earthquake) or secondary (i.e., related to the effect of earthquake energy on the physical world). Since there are no active faults at the site, the potential for primary ground rupture is considered very low. The primary seismic hazard for this site is ground shaking during a future earthquake.
Using the USGS deaggregation computer program (USGS, 2024) and the site coordinates of
33.5946 north latitude and ñ117.7243 west longitude, the closest major active faults include the Newport-Inglewood and San Joaquin Hills Faults. The maximum moment magnitude for the controlling fault is 7.1 MW, which would be generated from the San Joaquin Hills Fault; however, numerous other regionally active faults could also produce ground shaking at the site during an earthquake.
The site is not located within a mapped potential liquefaction hazard zone, as defined by the State's Seismic Hazard Mapping (CDMG, 2001b). Other secondary seismic hazards, such as tsunami and seiche are considered nil due to site elevation and distance from the ocean or other confined body of water (CGS, 2021).
2.5 Slope Stability
The site geologic/geotechnical conditions are generally favorable for overall stability of the existing slope along the eastern perimeter. The existing fill slope is approximately 20 feet in total height at an inclination of 2H:1V (horizontal:vertical). We prepared cross-section B-B' (Plate 3) depicting the existing descending slope at the site. Slope stability analysis was performed for a 2H:1V slope with a maximum height of 25 feet, using artificial fill soil strength parameters that were developed during this study and based on the direct shear test results. For our analysis, we used an internal friction angle of 24 degrees and a cohesion of 400 psf. For pseudo-static analysis, we applied a seismic horizontal coefficient (kh) of 0.29 in accordance with Special Publication 117A, Guidelines for Evaluating and Mitigating Seismic Hazards in California (CGS, 2008).
The results of the slope stability analysis are presented in Appendix E. The existing fill slope at the site was found to be grossly stable with a factor of safety of well over 1.5 under static conditions and a factor of safety of over 1.1 for pseudo-static conditions. 1051
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2.6 Settlement and Foundation Considerations
In general, the anticipated settlements depend upon the building loads, type of foundations, and the geotechnical properties of the supporting subgrade. Considering the subsurface soil conditions and laboratory test data, and relatively lightly loaded residential structures, we estimate the total static settlement to be on the order of 2 inches and the differential static settlement to be on the order of 1-inch over a 40-foot span. This assumes remedial grading measures recommended in Section 3.2 of this report are implemented during site grading.
2.7 Stormwater Infiltration Feasibility
The site is underlain by thick (25 to 75 feet) silty/clayey artificial fill materials overlying bedrock.
In accordance with County of Orange WQMP guidelines, stormwater infiltration should not be performed in compacted artificial fill and bedrock (OCPW, 2013). Furthermore, the fine-grained soils will not be conducive to infiltration. Also, considering the presence of slopes along the property boundaries and deep canyon fill, infiltration of stormwater can result in seepage or springs in locations where previously none existed, potentially impacting offsite properties and slopes.
Stormwater infiltration is not considered feasible from a geotechnical viewpoint.
2.8 Shrinkage and Bulking
The shrinkage and bulking (reduction or increase in volume of excavated materials on recompaction as fill) varies by soil type and location. The volume change primarily depends on in-situ density and the maximum dry density of the soil type. Considering the site is underlain by compacted fill materials, we anticipated that shrinkage of site soils will be relatively low and less than 5 percent. Ground subsidence at the site is estimated to be on the order of 0.1 foot. These values exclude losses due to removal of pavement, vegetation and debris and are dependent on the accuracy of the site topographic survey and type of equipment and compaction method used by the contractor.
2.9 Existing Utilities and Pavement Section
Existing onsite utilities consisting of sewer, water, and gas/electric lines are present onsite supporting the existing office building and associated improvements. We anticipate that the existing utilities will be demolished as part of the proposed improvements and that new utilities and service connections will be established.
The existing pavement section was measured in Borings H-1 through H-4 excavated during this study. The pavement section consisted of 4 inches of asphalt concrete (AC) over 6 to 8 inches of aggregate base (AB).
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3.0 CONCLUSION AND PRELIMINARY RECOMMENDATIONS
3.1 General Conclusion and Recommendation
Based on our review, construction of the proposed residential development, as described herein, is considered geotechnically feasible provided the preliminary recommendations in this report are implemented during design, grading, and construction. Grading, foundation, structural and wall plans for the project should be reviewed by the geotechnical consultant during the design phase.
Updated recommendations should be provided once the project plans are finalized and as needed.
The recommendations in this report should be considered minimum and may be superseded by more restrictive requirements of others. In addition to the following recommendations, General Earthwork and Grading Specifications are provided in Appendix F.
3.2 Site Preparation and Earthwork
Site preparation and grading should be performed in accordance with the recommendations herein and the requirements of the City of Aliso Viejo/County of Orange.
3.2.1 Site Demolition and Clearing
Prior to remedial grading, the existing structures, foundations, hardscape/landscape, and utilities to be abandoned should be demolished and removed. Deleterious materials and debris should be cleared from the site and disposed of offsite. Concrete material may be mixed with onsite soils and placed as compacted fill provided it is broken into pieces that are smaller than 6 inches in the largest diameter. Asphalt concrete may also be used in compacted fill materials; however, it should not be placed under the residential pads. Placement of concrete and asphalt as compacted fill should be approved by the project environmental consultant. Excavations for the removal of existing foundations, utilities, and vegetation, including onsite trees, should be observed by the geotechnical consultant. Large roots, highly organic soils, and existing utilities should be removed and should not be incorporated into new fills.
Soil that is disturbed as part of excavations or removal of trees or underground utilities should be evaluated by the geotechnical consultant. Excavations that require backfill should be properly documented and compacted under the observation and testing of the geotechnical consultant in accordance with the recommendations provided in Section 3.2.4.
3.2.2 Protection of Existing Improvements and Utilities Existing improvements, and utilities on or adjacent to the site that are to be protected in place should be located and visually marked prior to grading operations. Excavations adjacent to improvements to be protected in-place or any utility easement should be performed with care, so as not to undermine existing foundations or destabilize the adjacent ground.
Stockpiling of soils more than 5 feet in height at or near existing structures and over utility lines should not be allowed. If deeper removals are required, shoring or other special measures (i.e., setback or laybacks) to provide safety and mitigate the potential for lateral/vertical movements may be required.
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3.2.3 Remedial Grading Measures
Remedial grading at the site should consist of removal of weathered/unsuitable fill materials.
In general, we recommend that remedial grading for the proposed building pads consist of removal and recompaction of soils in the upper 3 to 4 feet (from existing grade) to remove any unsuitable/disturbed artificial fill material. The removals for building pads should extend a minimum of 4 feet laterally, beyond the building footprint. Removals within the proposed drive areas may be limited to removal and re-compaction of the upper 1 to 2 feet, below existing grades. Where deeper unsuitable material is encountered, the removals should be extended to the bottom of unsuitable materials to competent, unweathered/undisturbed artificial fill.
The geotechnical consultant should review and approve the removal bottoms prior to fill placement and should provide additional specific recommendations based on actual conditions, if necessary.
Excavations deeper than 4 feet will need to be laid back at a minimum inclination of 1:1 or provided with shoring. Shallow, unconfined excavations (4 feet or less) may consist of nearvertical excavation, locally, and upon review by the geotechnical consultant. Trench excavations should be performed in accordance with Cal/OSHA requirements for Soil Type "B". The contractorís qualified person should verify compliance with Cal/OSHA requirements. Excavations near existing structures (within a 1:1 projection) should be provided with shoring that is designed to support the surcharge load of the existing structure.
Otherwise, excavations may need to be performed in sections (A/B/C slot cuts). Slot cuts should not exceed more than 20 feet in length. The conditions should be reviewed in the field by the project geotechnical consultant. Additional recommendations should be provided based on the actual conditions encountered during excavation and grading, as needed.
3.2.4 Fill Placement
Upon the completion of remedial grading measures, the approved removal bottoms should be scarified a minimum of 6 inches. The removal bottoms and fill materials should be compacted to at least 90 percent of the maximum dry density, as determined by ASTM Test Method D1557. Fill materials should be placed in loose lifts no thicker than 8 inches.
Fill materials should be relatively free of deleterious material. The existing fill materials are considered suitable for re-use as compacted fill provided any deleterious material is removed.
Considering that the onsite soils predominately consist of silty/clayey soils that are diatomaceous, achieving adequate compaction at acceptable moisture contents during fill placement may require additional effort. The moisture content of the fill materials should be above the optimum moisture content but within the compactable levels.
Concrete material may be mixed with onsite soils and placed as compacted fill if it is broken into pieces that are smaller than 6 inches in the largest diameter. Asphalt concrete may also be used in compacted fill materials; however, it should not be placed under the residential pads.
Placement of concrete and asphalt as compacted fill should be approved by the project environmental consultant.
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3.2.5 Import
The geotechnical consultant should evaluate and accept any import soils prior to transportation to the subject site. We recommend that import soils have similar or better engineering properties to onsite soils. At minimum, the import materials should have an Expansion Index of less than 90 and a Plasticity Index of less than 25.
3.3 Settlement Potential
The amount of settlement will depend upon the type of foundation(s) selected and future loading by additional fill and structures. Based on our review of the subsurface data, considering the remedial grading recommendations provided in this report are implemented during grading, and structural loads typically associated with the anticipated 3- to 4-story residential units, we estimate that total and differential post-construction settlement will be on the order of 2 inches and 1-inch over a span of 40 feet, respectively.
SA GEO should be provided with the foundation plans and structural loads, once available, in order to further evaluate the potential for post-construction settlement of the proposed buildings and associated improvements. The parameters provided herein will then be confirmed/updated based on the planned foundations and loads and additional testing and/or analysis.
3.4 Foundation Design
The slab and foundations should be designed by the project structural engineer based on the proposed structure type and the anticipated loading conditions. The foundation soils are anticipated to have expansive soil conditions ("High" expansion potential) and will be subject to climatic and landscape moisture fluctuations. Post-tensioned slab should be anticipated for the proposed residential buildings. The following foundation recommendations are provided with the assumption that the recommendations included in Section 3.2 of this report are implemented during site grading. Caisson design parameters are provided in Section 3.5 of this report.
The recommended net allowable bearing capacity for continuous and isolated footings may be calculated based on the following equation:
qall = 500 D + 150 B + 1,500 (but not to exceed 3,500 psf, see below for post-tensioned/mat slabs)
where:
D = embedment depth of footing, in feet
B = width of footing, in feet
Also, the following parameters may be used for design of foundation and slabs:
• Soil unit weight = 110 pcf
• Soil internal friction angle = 25 degrees
• Coefficient of Friction = 0.30
• Subgrade modulus (k) of 50 pci (corrected for large slabs) • Soil elastic modulus (Es) of 1,000 psi
• Effective Plasticity Index (upper 15 feet) = 35
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The allowable bearing capacity of 1,000 psf may be used for design of post-tensioned/mat foundation.
The dead load of concrete below adjacent grades (buried concrete foundations) may be neglected.
The allowable bearing pressure and friction coefficient may be increased by one-third for wind and seismic loading.
We recommend that strip and isolated footings for the buildings have a minimum embedment depth of 18 inches below the lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated column footings should be at least 24 inches wide. The footings of freestanding and isolated structures, such as walls and pilasters, should have a minimum embedment depth of 18 inches into approved soils.
The following table provides our general guidelines and preliminary recommendations for design of post-tensioned foundations and slabs on expansive soil in accordance with the 2022 California Building Code (CBC) and Post-Tension Institute (PTI) DC 10.5 Edition provisions.
GEOTECHNICAL GUIDELINES
FOR DESIGN OF POST-TENSIONED SLABS
Parameter Recommendation
Center Lift
Edge Moisture Variation Distance, em
Center Lift, ym
7.50 feet
0.90 inches
Edge Lift
Edge Moisture Variation Distance, em
Edge Lift, ym
4.00 feet
1.25 inch
Presaturation, as needed, to obtain the minimum
moisture down to the minimum depth
1.3 x optimum down to
18 inches
We recommend that post-tensioned slabs have a thickened edge such that the slab is embedded a minimum of 18 inches below the lowest adjacent grade.
In addition, as indicated in the DC 10.5 Edition of PTI, shape factor calculations should be performed by the project structural engineer in order to determine if strengthening/modification of foundations are necessary. Per PTI guidelines, modifications to the foundations design should be considered if the shape factor (ratio of square of foundation perimeter over foundation area) exceeds 24.
If non-post-tensioned slabs-on-grade and foundations are considered at the site, an effective Plasticity Index of 35 is considered appropriate for the upper 15 feet of soil materials, in accordance with Wire Reinforcement Institute (WRI) method (per the 2022 California Building Code). For non-post-tensioned slabs, we recommend a minimum embedment of 18 inches below the lowest adjacent grade for the perimeter footings. Also, the upper 18 inches of subgrade soil should be pre-saturated to 130 percent of optimum moisture content prior to placement of moisture barrier and concrete.
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The foundations and slabs should also be designed to tolerate the total and differential settlements discussed in Section 3.3 of this report.
For the design of pole-type foundations (i.e., light poles, shade structures, etc.), an allowable soilbearing pressure (S1) of 290 psf/ft may be used for Equation 18-1 (the "pole" equation) of the 2022 California Building Code (CBC) Section 1807.3.2.1 to determine the depth of embedment for the footings, considering level ground conditions. The equation is applicable for designed embedment depths of less than 12 feet for the purpose of computing lateral pressure. Also, for vertical loads on pole-type foundations, an allowable skin friction of 250 pounds per square foot may be used.
Pole foundations should have a minimum embedment of 30 inches below adjacent grades. For cast-in-place pole-type foundations, the vertical end bearing pressure should be neglected.
3.5 Caisson Design
All caissons, if any, should have a minimum of 5 feet embedment into competent fill materials.
An average skin friction value of 250 pounds per square foot may be utilized to calculate the axial capacity of caissons. The lateral capacity of caissons may be computed using a value of 290 psf/ft but should not exceed 4,400 psf/ft for level conditions. For caissons near the existing descending slope with passive envelope impacted by the slope, the passive pressure should be limited to 170 psf/ft. Passive resistance may be doubled for isolated piles/caissons spaced a minimum of 3 diameters apart center-to-center. The allowable bearing pressure (both axial and lateral) may be increased by one-third for wind or seismic loading. Other minimum footing dimensions should be provided by the Structural Engineer and should comply with Table 1809.7 of the 2022 CBC.
Caissons should be designed in accordance with ACI recommendations and applicable building code requirements. The accepted criteria for caisson installation are detailed below:
• Caissons should be constructed as pre-drilled cast-in-place elements. A representative of the geotechnical consultant should be present during drilling of all caisson excavations in order to verify proper embedment and to geotechnically review appropriate drilling methods.
• Caisson excavations should be cleaned of loose soil, cuttings and groundwater and should be reviewed by the project geologist prior to placement of steel or concrete. • No caisson boring shall be excavated within 6 feet from the nearest edge of a completed caisson unless the completed caisson has been filled with concrete for more than 24 hours.
3.6 Retaining Walls Design and Lateral Earth Pressures
Recommendations for lateral earth pressures for permanent retaining walls and structures with approved onsite drained soils and above the groundwater table are as follows:
Conditions Level (pcf) 2:1 Sloping
Active 40 60
At-Rest 65 85
Passive 290 170 (sloping down)
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These parameters are based on a soil internal friction angle of 25 degrees, a cohesion of 100 pounds per square foot (psf) and soil unit weight of 110 pcf.
To design an unrestrained retaining wall, such as a cantilever wall, the active earth pressure may be used. For a restrained retaining wall, the at-rest pressure should be used. Passive pressure is used to compute lateral soils resistance developed against lateral structural movement. The passive pressures provided above may be increased by one-third for wind and seismic loads. The passive resistance is taken into account only if it is ensured that the soil against embedded structure will remain intact with time. Future landscaping/planting and improvements adjacent to the retaining walls should also be taken into account in the design of the retaining walls. Excessive soil disturbance, trenches (excavation and backfill), future landscaping adjacent to footings and oversaturation can adversely impact retaining structures and result in reduced lateral resistance.
For sliding resistance, the friction coefficient of 0.30 may be used at the concrete and soil interface.
The coefficient of friction may be increased by one-third for wind and seismic loading. The retaining walls may also need to be designed for additional lateral loads if other structures or walls are planned within a 1H:1V projection.
If slopes above the retaining walls are relatively minor (in height), the additional load associated with the soil above the retaining wall and within the active wedge may be calculated as a surcharge load and applied to the retaining wall using a coefficient of active pressure (ka) of 0.48.
The seismic lateral earth pressure for walls retaining more than 6 feet of soil may be estimated to be an additional 16 pcf for active and at-rest conditions. The earthquake soil pressure has a triangular distribution and is added to the static pressures. For the active and at-rest conditions, the additional earthquake loading is zero at the top and maximum at the base. The seismic lateral earth pressure does not apply to walls retaining less than, or equal to, 6 feet of soil (2022 CBC Section 1803.5.12).
Drainage behind walls retaining more than 30 inches of soil should also be provided in accordance with the attached Figure 4. Specific drainage connections, outlets and avoiding open joints should be considered for the retaining wall design.
3.7 Seismic Design Parameters
The following table summarizes the seismic design criteria for the subject site. The seismic design parameters are developed in accordance with ASCE 7-16 and 2022 CBC. Please note that, considering the proposed structures and anticipated structural periods, site-specific ground-motion hazard analysis was not performed for the site. Per Supplement 3 of ASCE 7-16, the value of SM1, and therefore SD1, have been increased by 50 percent. The seismic response coefficient, Cs, should be determined per the parameters provided below and using equation 12.8-2 of ASCE 7-16. 1058
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Selected Seismic Design Parameters
from 2022 CBC/ASCE 7-16
Seismic Design
Values Reference
Latitude 33.5946 North
Longitude -117.7243 West
Controlling Seismic Source San Joaquin Hills USGS, 2024 Site Class per Table 20.3-1 of ASCE 7-16 D
Spectral Acceleration for Short Periods (Ss) 1.218 g SEA/OSHPD, 2024 Spectral Accelerations for 1-Second Periods (S1) 0.438 g SEA/OSHPD, 2024 Site Coefficient Fa, Table 11.4-1 of ASCE 7-16 1.013 SEA/OSHPD, 2024 Site Coefficient Fv, Table 11.4-2 of ASCE 7-16 1.862
Design Spectral Response Acceleration at Short
Periods (SDS) from Equation 11.4-4 of ASCE 7-16 0.822 g SEA/OSHPD, 2024 Design Spectral Response Acceleration at 1-Second
Period (SD1) from Equation 11.4-4 of ASCE 7-16
(Includes 50% increase per Supplement 3)
0.816 g
TS, SD1 /SDS 11.4.6 of ASCE 7-16 0.992 sec
TL, Long-Period Transition Period 8 sec SEA/OSHPD, 2024 Peak Ground Acceleration Corrected for Site Class
Effects (PGAM) from Equation 11.8-1 of ASCE 7-16 0.566 g SEA/OSHPD, 2024 Seismic Design Category, Section 11.6 of ASCE 7-16 D SEA/OSHPD, 2024
3.8 Slope Stability and Slope Setback
No significant modifications to the existing fill slope along the eastern property line are planned as part of this project. The existing slope is composed of compacted artificial fill materials and the proposed improvements are not anticipated to adversely impact the slope. Based on our slope stability analysis (Appendix E), the existing slope was found to be grossly stable. In general, slopes are considered susceptible to surficial instability in the form of erosion, raveling, and slumping.
Special care should be taken to ensure that onsite runoff is controlled and directed offsite in a nonerosive manner and that site drainage, and slopes are maintained over the life of the project.
Footings for structures located above descending slopes should be set back from the slope face in accordance with the minimum requirements of the City of Aliso Viejo and section 1808.7.1 of the 2022 CBC, whichever is greater. The setback distance is measured from the outside edge of the footing bottom along a horizontal line to the face of the slope.
The tables below summarize the minimum setback criteria for structures above descending slopes:
========= ==== ==== ==== =_=
=====-____ _
--
-- ----====---
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Case A ñ Building and Retaining Wall Footings Above
Descending Slopes
Slope Height [H] (feet) Minimum Setback
from Slope face (feet)
Less than 10 5
10 to 20 ½ * H
20 to 30 10
Greater than 30 ⅓ * H (maximum of 40')
Case B ñ Freestanding Wall Footings Above
Descending Slopes
Slope Height [H] (feet) Minimum Setback
from Slope face (feet)
Less than 10 5
10 to 20 ½ * H
Greater than 20 Maximum of 10
For freestanding walls and other structures that are sensitive to lateral movement (e.g., smooth stucco finish, glass screens, etc.), SA GEO recommends that the structural setback requirements in accordance with Case A above be followed or that additional design measures be used to help control the potential for cracking and displacements. Otherwise, typical freestanding walls may have a setback in accordance with Case B.
3.9 Corrosivity
Soluble sulfates exposure in the onsite soils should be classified as "S2" per Table 19.3.1.1 of ACI318-14. Structural concrete elements in contact with soil include footings and building slabs-ongrade. The flatwork and sidewalk concrete are typically not considered structural elements.
Concrete mix for structural elements should be based on the "S2" soluble sulfate exposure class of Table 19.3.2.1 in ACI-318-14. Other ACI guidelines for structural concrete are recommended.
Also, onsite soils are anticipated to be corrosive to metals.
3.10 Expansion Potential
At the completion of grading, we anticipate that onsite soils will have "High" expansion potential.
The geotechnical recommendations provided in this report including the design parameters for foundations, slab-on-grade and flatwork improvement should be implemented during design and construction. Updated recommendations will be provided upon additional testing at the completion of grading at the site and as needed.
Homeowners and their design/construction team should be familiar with the recommendations in this report as well as principles described in a useful reference published by the California Geotechnical Engineers Association (CalGeo), titled, "Coexisting with Expansive Soil: An Informational Guide for Homeowners." This free booklet can be downloaded at www.calgeo.org. 1060
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3.11 Interior Slab Moisture Mitigation
In addition to geotechnical and structural considerations, the project owner should also consider interior moisture mitigation when designing and constructing slabs-on-grade.
The intended use of the interior space, type of flooring, and the type of goods in contact with the floor may dictate the need for, and design of, measures to mitigate potential effects of moisture emission from and/or moisture vapor transmission through the slab. Typically, for human occupied structures, a vapor retarder or barrier is recommended under the slab to help mitigate moisture transmission through slabs. The most recent guidelines by the American Concrete Institute (ACI 302.1R-04) suggest that the vapor retarder be placed directly under the slab (no sand layer).
However, the location of the vapor retarder may also be subject to the builder's past successful practice. Placement of 1 or 2 inches of sand over the moisture retardant has been common practice by builders in southern California. Specifying the strength of the retarder to resist puncture and its permeance rating is important. These qualities are not necessarily a function of the retarder thickness. A minimum of 10-mil is typical but some materials, such as 10-mil polyethylene ("Visqueen"), may not meet the desired standards for toughness and permeance.
Vapor retarders, when used, should be installed in accordance with standards such as ASTM E 1643 and/or those specified by the manufacturer.
Concrete mix design and curing are also significant factors in mitigating slab moisture problems.
Concrete with lower water/cement ratios results in denser, less permeable slabs that also "dry" faster with regard to when flooring can be installed (reduced moisture emissions quantities and rates). Rewetting of the slab following curing should be avoided since it can result in additional drying time required prior to flooring installation. Proper concrete slab testing prior to flooring installation is also important.
Concrete mix design, the type and location of the vapor retarder should be determined in coordination with all parties involved in the finished product, including the project owner, architect, structural engineer, geotechnical consultant, concrete subcontractors, and flooring subcontractors.
3.12 Exterior Concrete
The sidewalk, patio slabs, driveways and other flatwork elements should be at least 4 inches thick.
Driveway approaches should be a minimum of 6 inches thick. We recommend that the concrete flatwork be reinforced with No. 3 bars be placed at 24 inches on center both ways. Concrete slabs should be provided with construction or weakened plane control joints at a maximum spacing of 6 feet. The control joints should have a thickness that is º of the total concrete thickness. Upon the placement and compaction of subgrade soils (per Section 3.2 of these recommendations), the upper 18 inches of the subgrade soils should be pre-saturated to 130 percent of optimum moisture content prior to placement of concrete and reinforcement. We also recommend that 2 to 4 inches of granular materials/aggregate base be placed over the compacted subgrade prior to placement of reinforcement and concrete.
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For exterior slabs, the use of a granular sublayer is primarily intended to facilitate presaturation and subsequent construction by providing a better working surface over the saturated soil. It also helps retain the added moisture in the native soil in the event that the slab is not placed immediately.
Exterior concrete elements such as curb and gutter, driveways, sidewalks, and patios are susceptible to lifting and cracking when constructed over expansive soils. With expansive soils, the impacts to flatwork/hardscape can be significant, generally requiring removal and replacement of the affected improvements. Please also note that reducing concrete problems is often a function of proper slab design, concrete mix design, placement, and curing/finishing practices. Adherence to guidelines of the American Concrete Institute (ACI) is recommended. Also, the amount of postconstruction watering, or lack thereof, can have a very significant impact on the adjacent concrete flatwork.
On projects with expansive soils, additional measures such as thickened concrete edges/footings, subdrains and/or moisture barriers should be considered where planter or natural areas with irrigation are located adjacent to the concrete improvements. Design and maintenance of proper surface drainage is also very important. If the concrete will be subject to heavy loading from cars/trucks or other heavy objects, thicker pavement section will be required the design of which should be performed by the geotechnical consultant, as needed.
The above recommendations typically are not applied to curb and gutter but should be considered in areas with highly expansive soils.
3.13 Preliminary Asphalt Concrete Pavement Design
Final structural pavement sections should be based on R-value testing after the completion of grading and in accordance with city of Aliso Viejo requirements. Based on an R-value of 5 and estimated traffic indices (TIs), we recommend the following preliminary pavement sections:
Street Location Estimated TIs Pavement Section
Parking Stalls TI ñ 4.0 3 inches of AC / 6 inches
of AB
General Drives TI ñ 5.5 4 inches of AC / 10 inches
of AB
AC = Asphalt Concrete, AB = Aggregate Base
Please note that for two-stage paving operations, we recommend that the final AC cap be a minimum of 0.10 foot thick and the base AC course have a minimum thickness of 0.25 foot.
If pavement repair is needed within the adjacent streets, the section should match the existing section and follow standard City/County guidelines for trench/pavement repair. The new pavement section should at minimum consist of 4 inches of AC over 10 inches of AB. 1062
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Asphalt concrete pavement should be placed in accordance with the requirements of Sections 301 and 302 of the Standard Specifications of Public Works Construction (the Greenbook). Prior to construction of pavement sections, the subgrade soils should be scarified to a minimum depth of 6 inches, moisture-conditioned as needed, and recompacted in-place to a minimum of 90 percent relative compaction (per ASTM D1557). Subgrade should be firm prior to AB placement.
AB materials can be crushed aggregate base or crushed miscellaneous base in accordance with the Greenbook (Section 200-2). The materials should be free of any deleterious materials. Aggregate base materials should be placed in 6- to 8-inch-thick loose lifts, moisture-conditioned as necessary, and compacted to a minimum of 95 percent relative compaction (per ASTM D1557). Asphalt concrete should also be compacted to a minimum relative compaction of 95 percent.
Unpaved median and parkway areas should be provided with vertical moisture barriers.
3.14 Vehicular PCC Pavements
For trash enclosures, we recommend 6 inches of PCC reinforced with No. 4 rebar at 18 inches oncenter, both ways, over 4 inches of aggregate base placed over compacted subgrade. For parking stalls, the section may consist of 4 inches of PCC reinforced with No. 4 rebar at 18 inches oncenter, both ways, over 4 inches of aggregate base over compacted subgrade.
The subgrade soils should be scarified to a minimum depth of 6 inches, moisture-conditioned as needed, and recompacted in place to a minimum of 90 percent relative compaction (per ASTM D1557).
Aggregate base materials can be crushed aggregate base or crushed miscellaneous base in accordance with the Greenbook (Section 200-2). The materials should be free of any deleterious materials. Aggregate base materials should be placed in 6- to 8-inch-thick loose lifts, moistureconditioned as necessary, and compacted to a minimum of 95 percent relative compaction (per ASTM D1557).
3.15 Concrete Paver Section
For concrete pavers within pedestrian walkways, we recommend 60-millimeter-thick concrete pavers over approximately 1 inch of sand, over a minimum of 6 inches of AB, over compacted subgrade. This should also accommodate the rare maintenance cart or light truck that might drive up on these areas.
For concrete pavers within vehicular drive areas, if any, we recommend 80-millimeter-thick concrete pavers over 6 inches of concrete reinforced with No. 3 rebar at 24 inches on-center, over 4 inches of AB. Alternatively, the concrete low pour slab may be replaced with a minimum of 15 inches of AB over compacted subgrade; or 12 inches of AB over a layer of geotextile (e.g., Mirafi 600X or equivalent), over compacted subgrade.
A concrete band along the perimeter of the pavers should be provided for lateral restraint. The concrete band should, at minimum, be 12 inches deep and deepened to below the depth of disturbed soil, if adjacent to landscape/planter areas.
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Also, a drainage system consisting of a 2-inch PVC drainage pipe should be installed at the low end of the concrete low pour at 10-foot intervals through the slab and filled with pea gravel. The PVC drainage pipe should drain to a minimum of 6-inch-diameter by 12-inch-deep drain pit filled with pea gravel below the pipe. The paver surfaces should slope away from structures a minimum of 2 percent. The concrete underlayment for the drive areas should be provided with weakened plane joints at maximum 6-foot intervals. If the pavers are to be set in mortar or are underlain with AB, this drainage system is not required.
Prior to construction of the paver sections, the subgrade soils should be scarified to a minimum depth of 6 inches, moisture conditioned as needed, and recompacted in place to a minimum of 90 percent relative compaction (per ASTM D1557). The upper 18 inches of subgrade for pedestrian walkway and patio areas should then be presaturated to 130 percent of optimum moisture content. Subgrade for vehicular pavers need not be pre-saturated.
Aggregate base materials can be crushed aggregate base or crushed miscellaneous base in accordance with the Greenbook (Section 200-2). The materials should be free of deleterious materials. Aggregate base materials should be placed in 6- to 8-inch-thick loose lifts, moistureconditioned as necessary, and compacted to a minimum of 95 percent relative compaction (per ASTM D1557).
3.16 Trench Excavation and Backfill
Excavations should be performed in accordance with the requirements set forth by Cal/OSHA Excavation Safety Regulations (Construction Safety Orders, Section 1504, 1539 through 1547, Title 8, California Code of Regulations). In general, onsite soils may be classified as Type "B".
Cal/OSHA regulations indicate that, for workmen in confined conditions, the steepest allowable slopes in Type "B" soils are 1:1. Locally, Type "C" soils may be encountered (saturated soils, seepage) and require slope layback of 1.5H:1V (horizontal:vertical). These laybacks apply to excavations 20 feet deep or less. Where there is no room for these layback slopes, we anticipate that shoring will be necessary. Adequate shoring (i.e., shields) should be provided, as deemed necessary. The soils within the adjacent streets are anticipated to be similar to onsite soils.
Excavations should be reviewed periodically by the contractor's qualified person to confirm compliance with Cal/OSHA requirements.
Onsite soils should be suitable for use as trench backfill with the exception of wet/saturated materials, if encountered. Utility trench backfill should be in accordance with City of Aliso Viejo, County of Orange and/or the governing jurisdiction's specifications. Backfill materials should be compacted to a minimum of 90 percent relative compaction (per ASTM D1557). Rocks greater than 3 inches in largest diameter should generally not be used as trench backfill unless approved by the agency and geotechnical consultant of record. Excavation and backfilling of HDPE pipes (if any) should be in accordance with the manufacturerís requirement and the Greenbook. Select granular backfill (i.e., clean sand with SE 30 or better) may be used in lieu of native soils but should also be compacted or densified with water jetting and flooding.
Trenches excavated next to structures and foundations should also be properly backfilled and compacted to provide full lateral support and reduce settlement potential. 1064
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3.17 Groundwater
Groundwater was encountered during our subsurface exploration at a depth of 55 feet in Boring H-4 (within Niguel Formation). While some saturated soil may be encountered during grading and/or utility trench excavation, we do not anticipate significant seepage or that mitigation measures will be necessary. In general, groundwater is anticipated to remain more than 20 feet below the proposed building foundations. However, shallow, perched water/seepage may occur on an annual and seasonal basis as a result of rainfall, irrigation and/or seepage from adjacent properties.
3.18 Stormwater Infiltration
As discussed previously (Section 2.7), considering the artificial fill thickness, and bedrock directly below the fill materials, and presence of fine-grained expansive soils, stormwater infiltration at the site is not feasible from a geotechnical viewpoint. Other methods of filtration/treatment should be evaluated by the project civil engineer.
3.19 Surface Drainage and Irrigation
Maintaining adequate surface drainage, proper disposal of run-off water, and control of irrigation will help reduce the potential for future moisture-related problems and differential movements from soil heave/settlement.
Surface drainage should be carefully taken into consideration during grading, landscaping, and building construction. Positive surface drainage should be provided to direct surface water away from structures and slopes and toward the street or suitable drainage devices. Ponding of water adjacent to the structures should not be allowed. Buildings should have roof gutter systems and the run-off should be directed to parking lot/street gutters by area drainpipes or by sheet flow over paved areas. Paved areas should be provided with adequate drainage devices, gradients, and curbing to prevent run-off flowing from paved areas onto adjacent unpaved areas.
Considering the climatic conditions in southern California and provided that the recommendations included in this report are implemented during grading and construction, a minimum two-percent slope away from structures is considered acceptable and in substantial compliance with the 2022 CBC. Also, swales with one-percent slopes are acceptable from a geotechnical standpoint and are common practice in this locale.
Construction of planter areas immediately adjacent to structures should be avoided if possible. If planter boxes are constructed adjacent to or near buildings, the planters should be provided with controls to prevent excessive penetration of the irrigation water into the foundation and flatwork subgrades. Provisions should be made to drain excess irrigation water from the planters without saturating the subgrade below or adjacent to the planters. Raised planter boxes may be drained with weepholes. Deep planters (such as palm tree planters) should be drained with below-ground, water-tight drainage lines connected to a suitable outlet. Moisture barriers should also be considered.
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It is also important to maintain a consistent level of soil moisture, not allowing the subgrade soils to become overly dry or overly wet. Properly designed landscaping and irrigation systems can help in that regard.
3.20 Slope Maintenance, Lot Drainage, and Erosion Control Maintenance of proper pad drainage, the design and construction of property improvements in accordance with sound engineering practices, and proper maintenance of landscaping, including regular pad and slope irrigation, should be performed. Irrigation should not be excessive or sporadic; maintaining a relatively constant level of soil moisture around structures and improvements is important. Oversteepening of slopes should be avoided.
Planters and landscape areas adjacent to structures should be avoided or provided with measures to mitigate the potential for water getting under the foundations and slabs. Water should not be allowed to pond and drainage should be maintained away from structures and tops of slopes.
Establishing and maintaining a rodent-control program is also recommended to reduce surficial slope deterioration often associated with rodent burrowing. The improvements at or near the tops of slopes may be subject to varying degrees of slope-creep related movements and should be designed with that in mind, meeting the setback criteria discussed in this report.
3.21 Additional Subsurface Exploration and Laboratory Testing Additional subsurface exploration during the design phase of the project is not considered necessary unless significant plan changes occur. Additional laboratory testing should be performed during and upon completion of the grading to confirm/update the design parameters provided herein.
3.22 Review of Future Plans
The project grading, foundation, street improvement, wall, and landscape plans should be reviewed and accepted by the geotechnical consultant prior to grading and construction. Additional recommendations should be provided upon the review of the project plans and as needed.
3.23 Observation and Testing during Grading and Construction Geotechnical observation and testing should be performed by SA GEO during the following phases of grading and construction:
• During site demolition, preparation and clearing;
• During excavations performed for the remedial grading and to relocate or remove existing underground improvements;
• During earthwork, including observation and acceptance of remedial removal bottoms and fill placement, including import material (if any);
• Following the completion of grading, in order to verify soil properties for foundations, slabon-grade and pavements; • Upon completion of any foundation or structural excavation, prior to pouring concrete; 1066
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• During slab and flatwork subgrade preparation prior to pouring of concrete; • During placement of backfill for utility trenches;
• During construction of stormwater filtration devices; • During placement of backfill for retaining structures; • During installation and backfill of subdrainage systems; and • When any unusual soil conditions are encountered.
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4.0 LIMITATIONS
This report has been prepared for the exclusive use of our client, Meritage Homes, within the scope of services requested for the subject property described herein. This report or its contents should not be used or relied upon for other projects or purposes, or by other parties without the acknowledgement of SA GEO and the consultation of a geotechnical professional. The means and methods used by SA GEO for this study are based on local geotechnical standards of practice, care, and requirements of governing agencies. No warranty or guarantee, expressed or implied, is given.
Our findings, conclusions, and recommendations are professional opinions based on interpretations and inferences made from geologic and engineering data from specific locations and depths, observed or collected at a given time. By nature, geologic conditions can vary from point to point, can be very different in-between exploration points, and can also change over time.
Our conclusions and recommendations are, by nature, preliminary and subject to verification and/or modification during grading and construction when more subsurface data is exposed. 1068
Source: Seismic Hazard Zones, San Juan Capistrano Quadrangle (CDMG, 2001b) Site Location and Seismic Hazard Map
Site Location
Meritage Homes
Proposed Residential Development
95 Argonaut
Aliso Viejo, California
Project Number: 24059-01
Date: May 31, 2024
Figure 1
Liquefaction
Areas where historic occurrence of liquefaction, or local geological, geotechnical and groundwater conditions
indicate a potential for permanent ground displacements such that mitigation as defined in Public Resource Code Section 2693(c) would be required.
Earthquake-Induced Landslides
Areas where previous occurrence of landslide movement, or local topographic, geological, geotechnical and subsurface water conditions indicate a potential for permanent ground displacements such that mitigation as defined in Public Resource Code Section 2693(c) would be required.
0 Aliso Viejo
Country Club
CJ
90fl
C \\e Ar
1069
Source: Geologic Map of the San Bernardino and Santa Ana 30í X 60í Quadrangles (USGS, 2006) Regional Geologic Map
Site Location
Project Number: 24059-01
Date: May 31, 2024
Figure 2
Meritage Homes
Proposed Residential Development
95 Argonaut
Aliso Viejo, California
40 0Y8a
9 1070
Source: Fault Activity Map of California (Jennings and Bryant, 2010) Regional Fault Map
Site Location
Project Number: 24059-01
Date: May 31, 2024
Figure 3
Meritage Homes
Proposed Residential Development
95 Argonaut
Aliso Viejo, California
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\ ••....... •• •.. '- ""' p,;,o "f-\ --//
I ,
.... , I \
' I
I
I
I
I
i_-' ___ _
I
I
Holocene fault displacement (during past 11,700 years) without historic record. Geomorphic evidence for Holocene faulting includes sag ponds, scarps showing little erosion, or the following features in Holocene age deposits: offset stream courses, linear scarps, shutter ridges, and triangular faceted spurs. Recency of faulting offshore is based on the interpreted age of the youngest strata displaced by faulting.
Late Quaternary fault displacement (during past 700,000 years). Geomorphic evidence similar to that described for Holocene faults except features are less distinct. Faulting may be younger, but lack of younger overlying deposits precludes more accurate age classification.
Quaternary fault (age undifferentiated). Most faults of this category show evidence of displacement sometime during the past 1.6 million years; possible exceptions are faults which displace rocks of undifferentiated Plio-Pleistocene age. Unnumbered Quaternary faults were based on Fault Map of California, 1975.
See Bulletin 201 , Appendix D for source data.
Pre-Quaternary fault (older that 1.6 million years) or fault without recognized Quaternary displacement. Some faults are shown in this category because the source of mapping used was of reconnaissnce nature, or was not done with the object of dating fault displacements . Faults in this category are not necessarily inactive.
1071
Retaining Wall Drainage Detail
Figure 4
Provide proper surface drainage
(drain separate from subdrain)
1' to 2' Cover
____i_
Retaining wall
Waterproofing (optional)
OPTION 1:
AGGREGATE SYSTEM DRAIN
Minimum 1 11.31ft. of 1/4 to 1 1/2" size gravel
or crushed rock encased in approved
Filter Fabric
4-inch diameter perforated pipe with proper
outlet. (See Notes below for alternate discharge
system)
Alternative: Class 2 permeable
filter material (Per Caltrans
specifications) may be used for
vertical drain and around
perforated pipe (without filter fabric)
Provide proper surface drainage _,,, _,,,
(drain separate from subd~_,,, _,,, _,,, ~~----
1' Cover ~/
OPTION 2:
+-
Retaining wall
NOTES:
Native backfill
Wrap filter fabric
flap behind core
COMPOSITE DRAINAGE SYSTEM
Mirafi G100N, Contech C-Drain 15K, or equivalent
drainage composite.
Cut back of core to match size of
weep hole. Do not cut fabric.
4-in ch diameter perforated pipe with proper outlet.
Peel back the bottom fabric flap,place pipe next to core, wrap fabric around pipe and tuck behind core. (See Notes for alternate weep hole discharge system)
1. PIPE TYPE SHOULD BE PVC OR ABS, SCHEDULE 40 OR SDR35 SATISFYING THE REQUIREMENTS OF ASTM TEST STANDARD D1527, D1785, D2751, OR D3034.
2. FILTER FABRIC SHALL BE APPROVED PERMEABLE NON-WOVEN POLYESTER, NYLON, OR POLYPROPYLENE MATERIAL.
3. DRAIN PIPE SHOULD HAVE A GRADIENT OF 1 PERCENT MINIMUM.
4. WATERPROOFING MEMBRANE MAY BE REQUIRED FOR A SPECIFIC RETAINING WALL (SUCH ASA STUCCO OR BASEMENT WALL).
5. WEEP HOLES MAY BE PROVIDED FOR LOW RETAINING WALLS (LESS THAN 3 FEET IN HEIGHT) IN LIEU OF A VERTICAL DRAIN
AND PIPE AND WHERE POTENTIAL WATER FROM BEHIND THE RETAINING WALL WILL NOT CREATE A NUISANCE WATER CONDITION. IF EXPOSURE IS NOT PERMITTED, A PROPER SUBDRAIN OUTLET SYSTEM SHOULD BE PROVIDED.
6. IF EXPOSURE IS PERMITTED, WEEP HOLES SHOULD BE 2-INCH MINIMUM DIAMETER AND PROVIDED AT 25-FOOT MAXIMUM SPACING ALONG WALL. WEEP HOLES SHOULD BE LOCATED 3+ INCHES ABOVE FINISHED GRADE.
7. SCREENING SUCH AS WITH A FILTER FABRIC SHOULD BE PROVIDED FOR WEEP HOLES/OPEN JOINTS TO PREVENT EARTH MATERIALS FROM ENTERING THE HOLES/JOINTS.
8. OPEN VERTICAL MASONRY JOINTS (I.E., OMIT MORTAR FROM JOINTS OF FIRST COURSE ABOVE FINISHED GRADE) AT 32-INCH MAXIMUM INTERVALS MAY BE SUBSTITUTED FOR WEEP HOLES.
9 THE GEOTECHNICAL CONSULTANT MAY PROVIDE ADDITIONAL RECOMMENDATIONS FOR RETAINING WALLS DESIGNED FOR SELECT SAND BACKFILL.
1072
Appendix!A!
1073
24059-01
May 31, 2024
A-1
APPENDIX A
REFERENCES
California Division of Mines and Geology (CDMG), 2001a, Seismic Hazard Zone Report for the San Juan Capistrano 7.5-Minute Quadrangle, Orange County, California, Seismic Hazard Zone Report 053.
California Division of Mines and Geology (CDMG), 2001b, Seismic Hazard Zones, San Juan Capistrano Quadrangle, Official Map dated December 21, 2001.
California Geological Survey (CGS), 2008, Guidelines for Evaluation and Mitigating Seismic Hazards in California, Special Publication 117A.
California Geological Survey (CGS), 2018, Earthquake Fault Zones, A Guide for Government Agencies, Property Owners / Developers, and Geoscience Practitioners for Assessing Fault Rupture Hazards in California, Special Publication 42, Revised 2018.
California Geological Survey (CGS), 2021, Tsunami Hazard Area Map, County of Orange, California, Official Map dated July 8, 2021.
Jack G. Raub Company, 1987, Geotechnical Report of Rough Grading, Parcels 6 through 14, 19 and 20, PM 85-158, Planning Area 50.1, Aliso Viejo, Orange County, California, dated June 5, 1987.
Jennings, Charles W. and Bryant W.A., 2010, Fault Activity Map of California, Department of Conservation, California Geological Survey, Geologic Data Map No. 6.
Nationwide Environmental Title Research, LLC (NETR), 2023, Historic Aerials by NETR Online, Date Accessed: May 20, 2024; website address: http://historicaerials.com Orange County Public Works (OCPW), 2013, Orange County Watersheds Water Quality Management Plan (WQMP) Technical Guidance Document for the Preparation of Conceptual/Preliminary and/or Project Water Quality Management Plans, Exhibit 7.III, Dated December 20, 2013.
State of California Water Resources Control Board, 2023, GeoTracker Website, http://geotracker.waterboards.ca.gov/
Structural Engineers Association/Office of Statewide Health Planning and Development (SEA/OSHPD), 2024, U.S. Seismic Design Maps, web site address:
https://seismicmaps.org/; Date Accessed: April 26, 2024.
U.S. Geological Survey, 2006, Geologic Map of the San Bernardino and Santa Ana 30' X 60' Quadrangles, California, dated 2006, Open File Report 2006-1217. 1074
24059-01
May 31, 2024
A-2
APPENDIX A (Cont'd)
REFERENCES
U.S. Geological Survey, 2024, Unified Hazard Tool, NSHM 2014 Dynamic Deaggregation Program; web site address: https://earthquake.usgs.gov/hazards/interactive/; Date Accessed: April 26, 2024.
1075
Appendix!B!
1076
COARSE
GRAINED SOILS
MORE THAN 50%
OF MATERIAL IS
LARGER THAN NO.
200 SIEVE SIZE
FINE GRAINED
SOILS
MORE THAN 50%
OF MATERIAL IS
SMALLER THAN NO.
200 SIEVE SIZE
GRAVEL AND
GRAVELLY
SOILS
MORE THAN 50% OF
COARSE FRACTION
RETAINED ON NO. 4
SIEVE
SAND AND
SANDY SOILS
MORE THAN 50% OF
COARSE FRACTION
PASSING NO. 4 SIEVE
SILTS AND
CLAYS
SILTS AND
CLAYS
HIGHLY ORGANIC SOILS
CLEAN
GRAVELS
(LITTLE OR NO
FINES)
GRAVELS WITH
FINES
(APPRECIABLE
AMOUNT OF FINES)
CLEAN SANDS
(LITTLE OR NO
FINES)
SANDS WITH
FINES
(APPRECIABLE
AMOUNT OF FINES)
LIQUID LIMIT LESS
THAN 50
LIQUID LIMIT
GREATER THAN 50
NOTE: Dual symbols are used to indicate gravels or sand with 5-12% fines and soils with fines classifying as CL-ML. Symbols separated by a slash indicate borderline soil classifications.
SOIL CLASSIFICATION CHART
MAJOR DIVISIONS SYMBOLS TYPICAL DESCRIPTIONS
GW
POORLY GRADED GRAVELS, GRAVEL - SAND MIXTURES,
LITTLE OR NO FINES
SILTY GRAVELS, GRAVEL - SAND - SILT MIXTURES
CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURES
WELL-GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO
FINES
POORLY GRADED SANDS, GRAVELLY SANDS, LITTLE OR
NO FINES
SILTY SANDS, SAND - SILT MIXTURES
CLAYEY SANDS, SAND - CLAY MIXTURES
INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR,
SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH
SLIGHT PLASTICITY
INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,
GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN
CLAYS
ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW
PLASTICITY
INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE
SANDY OR SILTY SOILS, ELASTIC SILTS
INORGANIC CLAYS OF HIGH PLASTICITY
ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY,
ORGANIC SILTS
PEAT, HUMUS, SWAMP SOILS WITH HIGH ORGANIC
CONTENTS
GP
GM
GC
SW
SP
SM
SC
ML
CL
OL
MH
CH
OH
PT
WELL-GRADED GRAVELS, GRAVEL - SAND MIXTURES,
LITTLE OR NO FINES
KEY TO LOG OF BORING
Sampler and Symbol Descriptions Laboratory and Field Test Abbreviations GS
Notes:
AL
DS
CN
CC Chemical Testing incl. Soluble Sulfate
RV
MD
SE Sand Equivalent
EI Expansion Index
Modified California sample (D-#)
Standard Penetration Test (S-#)
Large bulk sample (B-#)
Resistance Value (R-Value)
Approximate depth of groundwater during drilling Grain Size Analysis (Sieve, Hydro. and/or -No. 200) Approximate depth of static groundwater
Atterberg limits (plasticity)
Small bulk sample (SB-#)
Maximum Density and Optimum Moisture
SE
Consolidation
Direct Shear
Sand Equivalent
UU Unconsolidated Undrained Shear Strength
Note: Number of blows required to advance driven sample 12 inches (or length noted).
Shelby tube sample (T-#)
1. 2.
Soil classifications are based on the Unified Soil Classification System and include color, moisture, and relative density or consistency. Field descriptions have been modified to reflect results of laboratory tests where deemed appropriate. Bedrock descriptions are based on visual classification and include rock type, moisture, color, grain size, strength, and weathering.
Descriptions on these boring logs apply only at the specific boring locations and at the time the borings were drilled. They are not warranted to be representative of subsurface conditions at other locations or times. ¼ 1077
D-3
Log Of Boring
DepthTypeNumberUSCS
(ft)
SAMPLES
MATERIAL DESCRIPTION
Moisture Content (%)Dry Density (pcf)
REMARKS
0 Blows Per Foot
5 10
15 20
25 30