WATERSHED | LOCATION | SITE | TAXARICH_99 | IBI_TAXARICH_99 | PCTDOM_99 | IBI_PCTDOM_99 | EPTTAXA_99 | IBI_EPTTAXA_99 | MODEPT_99 | IBI_MODEPT_99 | SHANNON_99 | IBI_SHANNON_99 | TOLVALUE_99 | IBI_TOLVALUE_99 | IBI_TOTSCORE_99 | IBIRANK_99 | TAXARICH_00 | IBI_TAXARICH_00 | PCTDOM_00 | IBI_PCTDOM_00 | EPTTAXA_00 | IBI_EPTTAXA_00 | MODEPT_00 | IBIMODEPT_00 | SHANNON_00 | IBI_SHANNON_00 | TOLVALUE_00 | IBI_TOLVALUE_00 | IBI_TOTSCORE_00 | IBIRANK_00 | EPTINDEX_99 | EPTINDEX_00 | COMMENTS | TAXARICH_02 | PCTDOM_02 | EPTTAXA_02 | EPTINDEX_02 | SHANNON_02 | TOLVALUE_02 | INSTRCOV_99 | INSTRCOV_00 | EMBEDD_99 | EMBEDD_00 | VELDEPTH_99 | VELDEPTH_00 | SEDDEP_99 | SEDDEP_00 | CHANFLOW_99 | CHANFLOW_00 | CHANALT_99 | CHANALT_00 | RIFFREQ_99 | RIFFREQ_00 | BANKSTAB_99 | BANKSTAB_00 | VEGPROT_99 | VEGPROT_00 | RIPVEG_99 | RIPVEG_00 | REACHTOT_99 | REACHTOT_00 | CONDITION_99 | CONDITION_00 | VEGCANOP_99 | VEGCANOP_00 | WATTEMP_99 | WATTEMP_00 | SPECCOND_99 | SPECCOND_00 | HABCOMMENTS_99 | HABCOMMENTS_00 |
Arroyo Corte Madera del Presidio | Arroyo Corte Madera del Presidio | ACM1 | 16 | 1 | 42 | 1 | 2 | - | 5 | 1 | 1.7 | 1 | 5.8 | 1 | 6 | poor | 9 | 1 | 65 | 1 | 2 | 1 | 0 | 1 | 1 | 1 | 6.1 | 1 | 6 | poor | 32 | 6 | - | 10 | 64 | 2 | 65 | 1.1 | 5.6 | 8 | 12 | 12 | 15 | 12 | 14 | 10 | 15 | 5 | 13 | 8 | 9 | 16 | 14 | 12 | 13 | 10 | 8 | 4 | 5 | 97 | 118 | marginal | suboptimal | 26 | 15 | 15 | 12 | 280 | 161 | stormdrain @ riffle 2 | water turbid |
Arroyo Corte Madera del Presidio | Arroyo Corte Madera del Presidio | ACM2 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 24 | 1 | 26 | 3 | 10 | 1 | 29 | 3 | 2.2 | 1 | 4.3 | 3 | 12 | fair | - | 36 | - | - | - | - | - | - | - | - | 10 | - | 17 | - | 12 | - | 17 | - | 10 | - | 5 | - | 16 | - | 18 | - | 5 | - | 4 | - | 114 | - | suboptimal | - | 73 | - | 12 | - | 165 | - | water turbid, some foam, stormdrain between r-2 & 3 |
Arroyo Corte Madera del Presidio | Arroyo Corte Madera del Presidio | ACM3 | 31 | 3 | 25 | 3 | 17 | 3 | 48 | 3 | 2.7 | 3 | 3.5 | 3 | 18 | good | 29 | 3 | 19 | 3 | 13 | 3 | 22 | 3 | 2.8 | 3 | 4.5 | 3 | 18 | good | 34 | 60 | - | - | - | - | - | - | - | 16 | 18 | 17 | 17 | 16 | 15 | 17 | 17 | 6 | 11 | 16 | 16 | 18 | 18 | 19 | 17 | 17 | 13 | 16 | 14 | 158 | 156 | optimal | optimal | 80 | 68 | 16 | 12 | 200 | 153 | Pacific giant salamander larvae | Pacific giant salamander larvae, stormdrain between r-2 & 3 |
Arroyo Corte Madera del Presidio | Old Mill Creek | ACM4 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 19 | 1 | 30 | 3 | 9 | 1 | 18 | 3 | 2.1 | 1 | 5.1 | 1 | 7 | poor | - | 26 | - | 20 | 40 | 5 | 40 | 1.8 | 4.9 | - | 15 | - | 17 | - | 15 | - | 15 | - | 8 | - | 15 | - | 18 | - | 10 | - | 11 | - | 12 | - | 136 | - | suboptimal | - | 58 | - | 12 | - | 173 | - | stormdrain below r-1, bareground in park source of sediment |
Arroyo Corte Madera del Presidio | Old Mill Creek | ACM5 | 25 | 1 | 21 | 3 | 11 | 1 | 25 | 3 | 2.7 | 3 | 4.2 | 3 | 14 | fair | 26 | 3 | 31 | 3 | 12 | 3 | 14 | 1 | 2.4 | 3 | 4.9 | 1 | 14 | fair | 39 | 18 | - | 25 | 34 | 10 | 56 | 2.2 | 4.2 | 15 | 16 | 17 | 17 | 15 | 15 | 17 | 17 | 7 | 9 | 18 | 15 | 18 | 18 | 16 | 15 | 15 | 15 | 18 | 16 | 156 | 153 | optimal | optimal | 86 | 77 | 13 | 13 | 560 | 150 | 10cm crayfish released, Pacific giant salamander larvae | - |
Corte Madera Creek | Corte Madera Creek | CM1 | 17 | 1 | 36 | 3 | 3 | 1 | 1 | 1 | 2 | 1 | 5.5 | 1 | 8 | poor | 12 | 1 | 74 | 1 | 2 | 1 | 0 | 1 | 1 | 1 | 5.4 | 1 | 6 | poor | 13 | 2 | - | 16 | 51 | 3 | 8 | 1.4 | 6.7 | 8 | 8 | 12 | 11 | 9 | 9 | 5 | 8 | 5 | 8 | 11 | 14 | 8 | 14 | 16 | 17 | 17 | 16 | 13 | 13 | 104 | 116 | suboptimal | suboptimal | 32 | 43 | 16 | 15 | - | 330 | - | - |
Corte Madera Creek | Corte Madera Creek | CM2 | 17 | 1 | 34 | 3 | 4 | 1 | 7 | 1 | 2 | 1 | 5.6 | 1 | 8 | poor | 15 | 1 | 48 | 1 | 7 | 1 | 5 | 1 | 1.6 | 1 | 5.2 | 1 | 6 | poor | 10 | 18 | - | 12 | 43 | 1 | 43 | 1.5 | 5.8 | 7 | 10 | 12 | 12 | 7 | 14 | 9 | 9 | 7 | 10 | 6 | 6 | 3 | 5 | 16 | 18 | 9 | 10 | 6 | 6 | 82 | 100 | marginal | marginal | 78 | 63 | 15 | 15 | - | 370 | - | r-2 under bridge abutment |
Corte Madera Creek | Ross Creek | CM3 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 21 | 1 | 37 | 3 | 7 | 1 | 11 | 1 | 2.1 | 1 | 5.3 | 1 | 8 | poor | - | 23 | - | - | - | - | - | - | - | - | 17 | - | 12 | - | 15 | - | 18 | - | 9 | - | 20 | - | 17 | - | 18 | - | 16 | - | 19 | - | 161 | - | optimal | - | 72 | - | 16 | - | 162 | - | reach may be missing sand substrate |
Corte Madera Creek | Billy Williams Creek | CM3b | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 30 | 3 | 23 | 3 | 18 | 3 | 44 | 3 | 2.6 | 3 | 3.7 | 3 | 18 | good | - | 64 | - | - | - | - | - | - | - | - | 14 | - | 18 | - | 15 | - | 17 | - | 6 | - | 20 | - | 17 | - | 18 | - | 18 | - | 20 | - | 163 | - | optimal | - | 77 | - | 11 | - | 155 | - | Pacific giant salamander |
Corte Madera Creek | San Anselmo Creek | CM4 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 20 | 1 | 53 | 1 | 9 | 1 | 4 | 1 | 1.7 | 1 | 5.3 | 1 | 6 | poor | - | 12 | - | 9 | 49 | 1 | 4 | 1.3 | 5.8 | - | 15 | - | 14 | - | 15 | - | 14 | - | 14 | - | 15 | - | 6 | - | 11 | - | 13 | - | 7 | - | 124 | - | suboptimal | - | 42 | - | 13 | - | 188 | - | sculpin. stormdrain under u/s r-3 |
Corte Madera Creek | Sleepy Hollow Creek | CM5 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 11 | 1 | 43 | 1 | 2 | 1 | 1 | 1 | 1.5 | 1 | 5.3 | 1 | 6 | poor | - | 7 | - | - | - | - | - | - | - | - | 15 | - | 13 | - | 15 | - | 15 | - | 11 | - | 15 | - | 14 | - | 14 | - | 16 | - | 10 | - | 138 | - | suboptimal | - | 48 | - | 13 | - | 358 | - | - |
Corte Madera Creek | Sleepy Hollow Creek | CM6 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 9 | 1 | 61 | 1 | 2 | 1 | 1 | 1 | 1.2 | 1 | 5.4 | 1 | 6 | poor | - | 8 | - | - | - | - | - | - | - | - | 13 | - | 12 | - | 13 | - | 12 | - | 7 | - | 9 | - | 11 | - | 15 | - | 13 | - | 6 | - | 111 | - | suboptimal | - | 60 | - | 14 | - | 520 | - | low water. filamentous algae. 4 stormdrains in reach. R-3 under house |
Corte Madera Creek | Sleepy Hollow Creek | CM7 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 17 | 1 | 64 | 1 | 9 | 1 | 11 | 1 | 1.5 | 1 | 4.8 | 1 | 6 | poor | - | 18 | - | 17 | 51 | 5 | 34 | 1.5 | 4.9 | - | 15 | - | 12 | - | 14 | - | 14 | - | 7 | - | 10 | - | 11 | - | 14 | - | 15 | - | 9 | - | 121 | - | suboptimal | - | 47 | - | 12 | - | 347 | - | - |
Corte Madera Creek | Sleepy Hollow Creek | CM7b | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 18 | 1 | 40 | 1 | 10 | 1 | 50 | 5 | 1.9 | 1 | 3.6 | 3 | 12 | fair | - | 86 | - | 18 | 52 | 3 | 26 | 1.6 | 5.1 | - | 8 | - | 12 | - | 11 | - | 17 | - | 12 | - | 19 | - | 17 | - | 16 | - | 19 | - | 14 | - | 145 | - | suboptimal | - | 37 | - | 13 | - | 307 | - | algae. minimal flow. wild bamboo. scotch/franch broom. |
Corte Madera Creek | San Anselmo Creek | CM8 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 24 | 1 | 27 | 3 | 12 | 3 | 34 | 3 | 2.4 | 3 | 4.2 | 1 | 14 | fair | - | 42 | - | 14 | 44 | 5 | 39 | 1.4 | 5.2 | 12 | 9 | 14 | 17 | 12 | 13 | 7 | 5 | 7 | 8 | 14 | 12 | 14 | 15 | 16 | 16 | 14 | 16 | 14 | 10 | 124 | 121 | suboptimal | suboptimal | 53 | 47 | 15 | 13 | - | 276 | sculpin in r-4, many yoy fingerling | heavy sediment behind dam. yoy trout. sculpin. riffle sculpin. |
Corte Madera Creek | San Anselmo Creek | CM8b | 18 | 1 | 42 | 1 | 4 | 1 | 12 | 1 | 1.9 | 1 | 4.9 | 1 | 6 | poor | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 15 | - | CM-8 excluded transects 4 and 5 from CRT, mean, and CV calculations. | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
Corte Madera Creek | Cascade Creek | CM9 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 13 | 1 | 40 | 1 | 12 | 3 | 77 | 5 | 2 | 1 | 2.1 | 5 | 16 | fair | - | 80 | - | - | - | - | - | - | - | - | 16 | - | 16 | - | 16 | - | 14 | - | 11 | - | 17 | - | 14 | - | 13 | - | 16 | - | 11 | - | 144 | - | suboptimal | - | 63 | - | 15 | - | 265 | - | - |
Corte Madera Creek | Cascade Creek | CM10 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 27 | 3 | 18 | 3 | 17 | 3 | 44 | 3 | 2.7 | 3 | 3 | 5 | 20 | good | - | 64 | - | - | - | - | - | - | - | 12 | 17 | 18 | 17 | 11 | 15 | 17 | 18 | 4 | 8 | 20 | 19 | 18 | 16 | 15 | 17 | 15 | 18 | 18 | 19 | 148 | 164 | suboptimal | optimal | 90 | 77 | 14 | 12.5 | - | 305 | spotsampled due to possible steelhead habitat | - |
Miller Creek | Miller Creek | MC1 | 19 | 1 | 28 | 3 | 5 | 1 | 15 | 1 | 2.2 | 1 | 5.2 | 1 | 8 | poor | 9 | 1 | 42 | 1 | 2 | 1 | 1 | 1 | 1.5 | 1 | 5.6 | 1 | 6 | poor | - | - | - | - | - | - | - | - | - | 12 | 13 | 14 | 14 | 14 | 11 | 12 | 16 | 5 | 9 | 19 | 17 | 15 | 16 | 18 | 15 | 16 | 13 | 14 | 15 | 139 | 139 | suboptimal | suboptimal | 70 | 65 | 62 | - | 354 | 360 | Stormdrain between riffle 1 and 2; residence on left bank; minimal flow for sampling | stormdrain r-2 |
Miller Creek | Miller Creek | MC2 | 19 | 1 | 29 | 3 | 4 | 1 | 19 | 3 | 2.1 | 1 | 5 | 1 | 10 | poor | 9 | 1 | 53 | 1 | 2 | 1 | 0 | 1 | 1.3 | 1 | 5 | 1 | 6 | poor | - | - | - | - | - | - | - | - | - | 14 | 18 | 13 | 15 | 15 | 16 | 11 | 10 | 7 | 9 | 18 | 18 | 15 | 17 | 15 | 14 | 16 | 14 | 14 | 14 | 138 | 145 | suboptimal | suboptimal | 70 | 80 | 62 | - | 332 | 340 | Bridge abutments, residences and school within or near riparian zone; minimal flow for sampling | school nearby. stormdrain d/s r-1 |
Miller Creek | Miller Creek | MC3 | 19 | 1 | 30 | 3 | 5 | 1 | 16 | 1 | 2.3 | 3 | 5 | 1 | 10 | poor | 15 | 1 | 53 | 1 | 5 | 1 | 3 | 1 | 1.5 | 1 | 5.1 | 1 | 6 | poor | - | - | - | - | - | - | - | - | - | 13 | 15 | 14 | 11 | 14 | 15 | 14 | 13 | 8 | 11 | 18 | 18 | 15 | 12 | 14 | 14 | 14 | 14 | 15 | 16 | 139 | 139 | suboptimal | suboptimal | 85 | 70 | 61 | - | 294 | 310 | Stormdrain on right bank upstream of riffle 1; trails within riparian zone | stormdrain u/s r-5 |
Miller Creek | Miller Creek | MC4 | 23 | 1 | 27 | 3 | 8 | 1 | 11 | 1 | 2.5 | 3 | 5.4 | 1 | 10 | poor | 20 | 1 | 36 | 3 | 12 | 3 | 19 | 3 | 2 | 1 | 4.7 | 1 | 12 | fair | - | - | - | 15 | 37 | 4 | 16 | 1.7 | 5.9 | 17 | 19 | 16 | 14 | 16 | 17 | 13 | 13 | 7 | 10 | 20 | 19 | 17 | 18 | 18 | 18 | 19 | 20 | 18 | 18 | 161 | 166 | optimal | optimal | 50 | 47 | 60 | - | 273 | 280 | Overall good quality site but minimal flow for sampling; samples collected under blackberry vines; recommend frog surveys for this site | - |
Miller Creek | Miller Creek | MC5 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 19 | 1 | 56 | 1 | 10 | 1 | 25 | 3 | 1.6 | 1 | 4.4 | 3 | 10 | poor | - | - | - | 14 | 48 | 2 | 25 | 1.5 | 5.3 | - | 13 | - | 12 | - | 14 | - | 12 | - | 7 | - | 19 | - | 16 | - | 18 | - | 14 | - | 16 | - | 141 | - | suboptimal | - | 17 | - | - | - | 220 | - | stormdrain @ upper end reach |
Miller Creek | Miller Creek | MC6 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 23 | 1 | 37 | 3 | 15 | 3 | 44 | 3 | 2.1 | 1 | 3.6 | 3 | 14 | fair | - | - | - | - | - | - | - | - | - | - | 13 | - | 17 | - | 14 | - | 12 | - | 7 | - | 18 | - | 18 | - | 5 | - | 8 | - | 14 | - | 126 | - | suboptimal | - | 20 | - | - | - | 210 | - | yoy trout. stream dry u/s of bridge @ top of riffle |
Miller Creek | Miller Creek | MC9 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 17 | 52 | 7 | 43 | 1.3 | 4.9 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
Novato Creek | Novato Creek | NC1 | 22 | 1 | 31 | 3 | 67 | 1 | 25 | 3 | 2.3 | 3 | 4.9 | 1 | 12 | poor | 10 | 1 | 67 | 1 | 4 | 1 | 2 | 1 | 1.1 | 1 | 5.4 | 1 | 6 | poor | 67 | 9 | - | - | - | - | - | - | - | 12 | 12 | 12 | 15 | 15 | 15 | 16 | 12 | 7 | 10 | 20 | 16 | 15 | 14 | 18 | 14 | 16 | 17 | 14 | 14 | 145 | 139 | suboptimal | suboptimal | 50 | 64 | 57 | 12 | 440 | 440 | Stormdrain upstream of riffle 6. Low flow in reach | sheen on water surface. petroleum smell. stormdrain u/s r-2 |
Novato Creek | Novato Creek | NC2 | 23 | 1 | 33 | 3 | 6 | 1 | 20 | 3 | 2.4 | 3 | 4.9 | 1 | 12 | fair | 16 | 1 | 38 | 3 | 6 | 1 | 9 | 1 | 1.8 | 1 | 5.4 | 1 | 8 | poor | 57 | 22 | - | - | - | - | - | - | - | 8 | 12 | 12 | 12 | 9 | 12 | 11 | 12 | 7 | 10 | 20 | 16 | 12 | 16 | 16 | 15 | 15 | 16 | 15 | 14 | 125 | 135 | suboptimal | suboptimal | 70 | 77 | 57 | 13 | 420 | 460 | Sinola Environmental Club was doing a stream clean-up during our sampling. Low flow in reach | outfall between r-1 & 2 |
Novato Creek | Novato Creek | NC3 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 20 | 1 | 30 | 3 | 9 | 1 | 17 | 3 | 2.2 | 1 | 5.1 | 1 | 10 | poor | - | 45 | - | 13 | 50 | 2 | 4 | 1.4 | 7.7 | - | 16 | - | 12 | - | 16 | - | 10 | - | 9 | - | 18 | - | 12 | - | 12 | - | 14 | - | 14 | - | 133 | - | suboptimal | - | 62 | - | 14 | - | 420 | - | stormdrain u/s of t-3 & d/s t-2. fish in pool. |
Novato Creek | Novato Creek | NC4 | 21 | 1 | 24 | 3 | 8 | 1 | 21 | 3 | 2.4 | 3 | 4.5 | 3 | 14 | fair | 23 | 1 | 41 | 1 | 10 | 1 | 14 | 1 | 2.1 | 1 | 4.9 | 1 | 6 | poor | 61 | 60 | - | 17 | 41 | 3 | 2 | 1.6 | 7.3 | 15 | 13 | 14 | 14 | 17 | 15 | 13 | 13 | 7 | 8 | 20 | 20 | 18 | 18 | 17 | 12 | 16 | 16 | 20 | 18 | 157 | 147 | optimal | suboptimal | 60 | 75 | 59 | 14 | 330 | 410 | Mitten crab found in reach; overall good quality reach except for low flow conditions | - |
Novato Creek | Novato Creek | NC5 | 24 | 1 | 22 | 3 | 10 | 1 | 20 | 3 | 2.5 | 3 | 4.6 | 3 | 14 | fair | 22 | 1 | 24 | 3 | 9 | 1 | 7 | 1 | 2.2 | 1 | 5.5 | 1 | 8 | poor | 58 | 27 | - | - | - | - | - | - | - | 13 | 11 | 12 | 11 | 15 | 13 | 12 | 9 | 5 | 6 | 20 | 20 | 16 | 16 | 11 | 10 | 12 | 12 | 19 | 18 | 135 | 126 | suboptimal | suboptimal | 70 | 72 | 64 | 15 | 290 | 520 | Low flow in reach | overall poor riffle habitat |
Novato Creek | Novato Creek | NC6 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 17 | 1 | 29 | 3 | 9 | 1 | 39 | 3 | 2 | 1 | 3.6 | 3 | 12 | fair | - | 63 | - | - | - | - | - | - | - | - | 14 | - | 14 | - | 15 | - | 14 | - | 6 | - | 20 | - | 16 | - | 18 | - | 18 | - | 20 | - | 155 | - | optimal | - | 33 | - | 16 | - | 350 | - | SF garter snake on path |
Novato Creek | Warner Creek | NC7 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 13 | 1 | 39 | 3 | 4 | 1 | 6 | 1 | 1.7 | 1 | 5.7 | 1 | 8 | poor | - | 8 | - | 13 | 56 | 1 | 1 | 1.3 | 6.3 | - | 11 | - | 12 | - | 14 | - | 15 | - | 6 | - | 17 | - | 17 | - | 14 | - | 14 | - | 9 | - | 129 | - | suboptimal | - | 57 | - | 15 | - | 490 | - | stormdrain u/s r-8 |
Novato Creek | Warner Creek | NC8 | 19 | 1 | 28 | 3 | 4 | 1 | 6 | 1 | 2.1 | 1 | 5.8 | 1 | 8 | poor | 10 | 1 | 39 | 3 | 2 | 1 | 0 | 1 | 1.4 | 1 | 6.3 | 1 | 8 | poor | 26 | 2 | - | - | - | - | - | - | - | 10 | - | 6 | - | 8 | - | 12 | - | 6 | - | 7 | - | 10 | - | 16 | - | 12 | - | 6 | - | 93 | - | maginal | - | 30 | - | 63 | - | 580 | - | Substrate mostly hardpan clay; banks stabilized w/ concrete bags | - |