Appendix A. Site Locations for Effectiveness and Validation Monitoring
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Field Guide PPH May 2, 2011 Appendix A. Site Locations for Effectiveness and Validation Monitoring Site ID 001FS 002RW 003RW 004CC 005DD 006RW 007FS 008RW 009RA 010DD 011CS 012CC 013CC 014CC 015CC 016CC 017CC 018CC 019CC 020CC 021CC 022CC 023CC 024CC 025CC 026CC 027CC 028CC 029CC 030CC 031CC 032CC 033CC 034CC 035CC 036CC 037CC 038CC 039FS 040CC 041CP 042DD 043FS 044RX 045CS 046DD Latitude (hddd°mm.mmm) N38 55.211 N38 55.224 N38 55.200 N38 55.132 N38 55.087 N38 55.109 N38 55.094 N38 55.075 N38 55.046 N38 54.907 N38 54.909 N38 54.748 N38 54.730 N38 54.691 N38 54.603 N38 54.602 N38 54.510 N38 54.472 N38 54.457 N38 54.345 N38 54.299 N38 54.288 N38 54.272 N38 54.289 N38 54.258 N38 54.232 N38 54.183 N38 54.149 N38 54.145 N38 54.134 N38 54.130 N38 54.159 N38 54.106 N38 54.037 N38 53.909 N38 53.866 N38 53.821 N38 53.759 N38 54.910 N38 54.914 N38 53.807 N38 53.719 N38 53.726 N38 53.726 N38 53.657 N38 53.658 Longitude (hddd°mm.mmm) W105 02.238 W105 02.264 W105 02.258 W105 02.278 W105 02.415 W105 02.482 W105 02.520 W105 02.554 W105 02.655 W105 02.734 W105 02.730 W105 03.060 W105 03.068 W105 03.089 W105 03.174 W105 03.111 W105 03.246 W105 03.298 W105 03.384 W105 03.383 W105 03.461 W105 03.552 W105 03.583 W105 03.638 W105 03.697 W105 03.643 W105 03.652 W105 03.714 W105 03.816 W105 03.828 W105 03.829 W105 03.836 W105 03.854 W105 03.896 W105 04.000 W105 03.875 W105 03.855 W105 03.787 W105 02.812 W105 02.789 W105 03.893 W105 03.746 W105 03.764 W105 03.763 W105 03.868 W105 03.868 69 Elevation (ft) 9410 9410 9416 9431 9447 9415 9414 9417 9443 9457 9459 9528 9525 9519 9547 9525 9565 9576 9599 9637 9668 9692 9701 9715 9744 9752 9771 9818 9856 9855 9861 9858 9886 9940 10060 10126 10217 10254 9455 9464 10072 10161 10180 10183 10266 10268 Feature Description Fill Slope Rock Weir/Apron Rock Weir/Apron Conveyance Channel Drainage Ditch Rock Weir/Apron Fill Slope Rock Weir/Apron Rock Weir/Apron Drainage Ditch Cut Slope Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Fill Slope Conveyance Channel Road Survey Control Point Drainage Ditch Fill Slope Road Cross Section Cut Slope Drainage Ditch Field Guide PPH Site ID 047RX 048FS 049CS 050RX 051DD 052FS 053CC 054CC 055FS 056RX 057DD 058CC 059CS 060RX 061DD 062RX 063CC 064CC 065CC 066CC 067CC 068CC 069CC 070CC 071DD 072RX 073ST 074FS 075RG 076RG 077RG 078CS 079FS 080DD 081CC 082DD 083FS 084CC 085DD 086FS 087CS 088FS 089CC 090CS 091CC 092DD 093FS 094CC Latitude (hddd°mm.mmm) N38 53.658 N38 53.651 N38 53.592 N38 53.593 N38 53.593 N38 53.593 N38 53.560 N38 53.579 N38 53.612 N38 53.614 N38 53.613 N38 53.513 N38 53.353 N38 53.354 N38 53.221 N38 53.216 N38 53.223 N38 53.448 N38 53.382 N38 53.336 N38 53.297 N38 53.251 N38 53.019 N38 52.956 N38 52.972 N38 52.972 N38 52.879 N38 52.927 N38 53.797 N38 52.582 N38 51.783 N38 53.331 N38 52.882 N38 52.865 N38 52.943 N38 52.787 N38 52.777 N38 52.796 N38 52.786 N38 52.602 N38 52.435 N38 52.388 N38 52.391 N38 52.366 N38 52.402 N38 52.432 N38 52.399 N38 52.540 May 2, 2011 Longitude (hddd°mm.mmm) W105 03.868 W105 03.880 W105 04.020 W105 04.020 W105 04.021 W105 04.021 W105 04.127 W105 04.148 W105 04.095 W105 04.096 W105 04.095 W105 04.057 W105 04.222 W105 04.219 W105 04.381 W105 04.381 W105 04.394 W105 04.155 W105 04.192 W105 04.243 W105 04.299 W105 04.305 W105 04.287 W105 04.276 W105 04.285 W105 04.285 W105 04.311 W105 04.272 W105 03.890 W105 03.970 W105 03.999 W105 04.275 W105 04.382 W105 04.391 W105 04.415 W105 04.376 W105 04.362 W105 04.471 W105 04.410 W105 04.390 W105 04.432 W105 04.549 W105 04.555 W105 04.540 W105 04.414 W105 04.204 W105 04.401 W105 04.069 70 Elevation (ft) 10268 10275 10406 10404 10397 10401 10478 10448 10445 10442 10445 10512 10697 10691 10808 10805 10803 10634 10679 10701 10736 10841 10989 11028 11017 11015 11062 11053 10109 11810 13069 10478 11254 11256 11194 11284 11288 11360 11313 11447 11542 11590 11580 11604 11643 11781 11642 11873 Feature Description Road Cross Section Fill Slope Cut Slope Road Cross Section Drainage Ditch Fill Slope Conveyance Channel Conveyance Channel Fill Slope Road Cross Section Drainage Ditch Conveyance Channel Cut Slope Road Cross Section Drainage Ditch Road Cross Section Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Drainage Ditch Road Cross Section Sediment Trap Fill Slope Precipitation Gauge Precipitation Gauge Precipitation Gauge Cut Slope Fill Slope Drainage Ditch Conveyance Channel Drainage Ditch Fill Slope Conveyance Channel Drainage Ditch Fill Slope Cut Slope Fill Slope Conveyance Channel Cut Slope Conveyance Channel Drainage Ditch Fill Slope Conveyance Channel Field Guide PPH Site ID 095CC 096CC 097CC 098FS 099CC 100CC 101FS 102CS 103FS 104CC 105FS 106CC 107DD 108CC 109CC 110CC 111CC 112CC 113CC 114CC 115CC 116CC 117CC 118CC 119CC 120CC 121CC 122CC 123CS 124FS 125CC 126CC 127CC 128FS 129CC 130CC 131CC 132CC 133CC 134CC 135CC 136CC 137CC 138CC 139CC 140CC 141CS 152RW Latitude (hddd°mm.mmm) N38 52.452 N38 52.379 N38 52.381 N38 52.265 N38 52.131 N38 52.133 N38 52.097 N38 51.641 N38 51.491 N38 51.444 N38 51.062 N38 52.082 N38 52.044 N38 51.994 N38 52.027 N38 52.062 N38 52.051 N38 52.049 N38 52.002 N38 51.956 N38 51.977 N38 51.940 N38 51.925 N38 51.912 N38 51.914 N38 51.823 N38 51.439 N38 51.347 N38 51.361 N38 51.362 N38 51.238 N38 51.158 N38 51.032 N38 50.930 N38 50.897 N38 50.900 N38 50.940 N38 50.840 N38 50.768 N38 50.671 N38 50.285 N38 50.299 N38 50.260 N38 50.221 N38 50.774 N38 50.730 N38 51.043 N38 54.912 May 2, 2011 Longitude (hddd°mm.mmm) W105 04.205 W105 04.217 W105 04.310 W105 03.995 W105 04.046 W105 03.936 W105 03.875 W105 04.063 W105 04.021 W105 03.894 W105 03.694 W105 03.858 W105 03.824 W105 03.769 W105 03.825 W105 03.914 W105 03.992 W105 03.933 W105 03.873 W105 03.840 W105 03.995 W105 04.080 W105 04.141 W105 04.177 W105 04.032 W105 04.090 W105 03.804 W105 03.789 W105 03.782 W105 03.788 W105 03.806 W105 03.789 W105 03.697 W105 03.732 W105 03.662 W105 03.177 W105 03.382 W105 03.274 W105 03.213 W105 03.035 W105 02.872 W105 02.931 W105 02.755 W105 02.605 W105 03.110 W105 03.195 W105 03.690 W105 02.837 71 Elevation (ft) 11787 11746 11678 12242 12319 12353 12390 12963 12950 12923 13083 12251 12312 12362 12393 12448 12511 12531 12577 12601 12692 12736 12777 12797 12850 12876 12877 12920 12920 12931 12986 13031 13064 13072 13068 13183 13088 13217 13282 13401 13677 13624 13733 13805 13370 13327 13103 9444 Feature Description Conveyance Channel Conveyance Channel Conveyance Channel Fill Slope Conveyance Channel Conveyance Channel Fill Slope Cut Slope Fill Slope Conveyance Channel Fill Slope Conveyance Channel Drainage Ditch Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Cut Slope Fill Slope Conveyance Channel Conveyance Channel Conveyance Channel Fill Slope Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Cut Slope Rock Weir/Apron Field Guide PPH Site ID 153RW 154RX 155DD 156RX 157DD 158RX 159DD 160RX 161RW 162RW 163RA 175CC 176RW 177FS 178RW 179RW 180RW 181RW 182DD 183FS 184CC 185CS 186FS 187FS 188DD 189CC 190CC 191CC 192CS 193FS 194FS 195DD 196FS 197CS 198FS 199RW 200RW 201RW 202RW 203FS 204FS 205DD 206CC 207CC 208CC 209CC 210CC 211CC Latitude (hddd°mm.mmm) N38 54.741 N38 52.040 N38 51.245 N38 51.244 N38 51.074 N38 51.074 N38 51.610 N38 51.611 N38 54.720 N38 54.887 N38 54.665 N38 55.104 N38 54.146 N38 55.302 N38 54.142 N38 54.127 N38 54.055 N38 54.025 N38 54.895 N38 54.675 N38 54.708 N38 54.536 N38 54.524 N38 54.281 N38 54.075 N38 54.073 N38 54.095 N38 54.117 N38 54.183 N38 54.821 N38 54.811 N38 54.827 N38 54.872 N38 54.364 N38 54.497 N38 54.688 N38 55.261 N38 54.805 N38 54.619 N38 54.603 N38 54.273 N38 54.022 N38 54.689 N38 51.664 N38 52.754 N38 52.647 N38 54.059 N38 54.130 May 2, 2011 Longitude (hddd°mm.mmm) W105 03.066 W105 03.817 W105 03.803 W105 03.799 W105 03.684 W105 03.683 W105 04.072 W105 04.072 W105 03.055 W105 02.854 W105 03.115 W105 02.532 W105 03.795 W105 02.224 W105 03.821 W105 03.852 W105 03.903 W105 03.918 W105 02.860 W105 03.109 W105 03.363 W105 03.246 W105 03.242 W105 03.658 W105 03.892 W105 03.886 W105 03.869 W105 03.854 W105 03.677 W105 02.983 W105 03.004 W105 02.983 W105 02.900 W105 03.383 W105 03.254 W105 03.389 W105 02.246 W105 03.021 W105 03.132 W105 03.139 W105 03.572 W105 03.927 W105 03.097 W105 04.062 W105 04.445 W105 04.411 W105 03.916 W105 03.844 72 Elevation (ft) 9457 12112 12917 12922 13100 13099 13091 13066 9516 9518 9528 9437 9838 9323 9839 9851 9906 9919 9430 9453 9308 9532 9538 9711 9894 9887 9871 9855 9786 9507 9506 9505 9497 9640 9560 9326 9418 9522 9450 9517 9707 9983 9506 12962 11172 11365 9849 9853 Feature Description Rock Weir/Apron Road Cross Section Drainage Ditch Road Cross Section Drainage Ditch Road Cross Section Drainage Ditch Road Cross Section Rock Weir/Apron Rock Weir/Apron Rock Weir/Apron Conveyance Channel Rock Weir Fill Slope Rock Weir Rock Weir Rock Weir Rock Weir Drainage Ditch Fill Slope Conveyance Channel Cut Slope Fill Slope Fill Slope Drainage Ditch Conveyance Channel Conveyance Channel Conveyance Channel Cut Slope Fill Slope Fill Slope Drainage Ditch Fill Slope Cut Slope Fill Slope Sediment Pond Rock Weir Rock Weir Rock Weir Fill Slope Fill Slope Drainage Ditch Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Field Guide PPH Site ID 212CC 213CC 214CC 215CC 216CC 217CC 218CC 219CC 220CC 221CC 222CC 223CC 224CC 225CC 226CC 227CC 228CC 229CC 230CC 231CC 232CC 233RW 234RW 235CC 236RW 237RW 238RW 239RW 240RW 241RW 242RW 243RW 244CC 245CC BHMR1 BHMR2 EBVR1 EBVR2 GLEN1 NCAT1 NCAT2 NCRY1∞ OILC1 SCAT1 SCAT2 SCAT3 SKIC1 SKIC2 Latitude (hddd°mm.mmm) N38 53.149 N38 50.964 N38 50.234 N38 50.356 N38 55.263 N38 55.255 N38 55.226 N38 55.202 N38 55.108 N38 55.107 N38 55.070 N38 55.048 N38 54.878 N38 54.917 N38 54.796 N38 54.706 N38 54.746 N38 54.140 N38 54.028 N38 54.050 N38 52.583 N38 52.383 N38 52.502 N38 52.504 N38 52.185 N38 52.398 N38 52.131 N38 52.008 N38 52.048 N38 51.976 N38 51.903 N38 51.919 N38 54.487 N38 54.872 N38 48.951 N38 49.061 N38 49.832 N38 49.907 N38 54.457 N38 54.746 N38 54.402 N38 54.418 N38 48.449 N38 55.035 N38 54.974 N38 54.316 N38 54.975 N38 53.767 May 2, 2011 Longitude (hddd°mm.mmm) W105 04.311 W105 03.391 W105 02.661 W105 02.792 W105 02.236 W105 02.232 W105 02.268 W105 02.262 W105 02.482 W105 02.482 W105 02.554 W105 02.657 W105 02.852 W105 02.840 W105 03.010 W105 03.053 W105 03.078 W105 03.788 W105 03.912 W105 03.908 W105 04.557 W105 04.560 W105 03.924 W105 03.920 W105 04.066 W105 04.393 W105 04.048 W105 03.774 W105 03.990 W105 03.834 W105 04.176 W105 04.043 W105 03.232 W105 02.900 W105 03.040 W105 03.027 W105 03.612 W105 03.598 W105 04.690 W105 05.994 W105 06.106 W105 03.199 W105 06.511 W105 04.112 W105 04.181 W105 04.899 W105 04.078 W105 03.987 73 Elevation (ft) 10893 13046 13198 13375 9289 9284 9359 9371 9411 9305 9319 9394 9493 9441 9431 9480 9431 9774 9902 9910 11399 11074 11915 11928 12177 11219 12340 12517 12644 12686 12851 12900 9569 9497 11885 11995 12156 12190 9519 9415 9519 9453 10505 9368 9345 9412 9418 10035 Feature Description Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Conveyance Channel Rock Weir Rock Weir Conveyance Channel Rock Weir Sediment Pond Rock Weir Rock Weir Rock Weir Rock Weir Rock Weir Rock Weir Conveyance Channel Conveyance Channel Boehmer Creek 1 Boehmer Creek 2 East Fork Beaver Creek 1 East Fork Beaver Creek 2 Glen Cove Creek 1 North Catamount Creek 1 North Catamount Creek 2 North Fork Crystal Creek 1&2 Oil Creek 1 South Catamount Creek 1 South Catamount Creek 2 South Catamount Creek 3 Ski Creek 1 Ski Creek 2 Field Guide PPH May 2, 2011 Latitude Longitude Elevation Feature Description (hddd°mm.mmm) (hddd°mm.mmm) (ft) SVRY1 N38 52.467 W105 03.039 10732 Severy Creek 1 SVRY2 N38 52.472 W105 03.339 10926 Severy Creek 2 WBVR1 N38 48.181 W105 05.710 10726 West Fork Beaver Creek 1 WBVR2 N38 48.349 W105 05.591 10698 West Fork Beaver Creek 2 ∞ North Fork Crystal Creek Reach 2 (NCRY2) is located 200 ft upstream from NCRY1. Site ID 74 Field Guide PPH May 2, 2011 Appendix B. Using the Garmin Etrex Global Positioning System OBJECTIVE Use the Garmin Etrex Global Positioning System (GPS) to establish new monitoring sites, relocate existing monitoring sites, and display ambient pressure to record in the field book. Mark each site as a waypoint in the GIS platform with latitude, longitude, and elevation as well as a unique code to distinguish it in the field (e.g., 001FS). The GPS contains all established site waypoints with latitude, longitude, and altitude (Appendix A). See the Garmin Etrex Owner’s Manual for a complete set of instructions. PROCEDURES Marking New Monitoring Sites as Waypoints 1. Press and hold the Power button to turn on the GPS. The Welcome Page appears. Press the Page button to acknowledge the Copyright Warning messages and move to the Satellite Page. 2. When a sufficient number of satellites have been located, the Satellite Map displays. 3. To mark a new waypoint location, press and release the Page button to cycle through the pages until you reach the Main Menu Page. a. Press in and hold the Rocker until the Mark Waypoint Page is displayed. The current location will be marked as a new waypoint with a three digit number assigned. b. Use the Rocker to highlight the waypoint name field and then press it in to display the Data Entry Keyboard. c. Use the Rocker to highlight the desired characters for the new name and then press in the Rocker to place a character in the data field. Number sites sequentially using the five-character, alpha-numeric code starting with three digits followed by two letters for effectiveness monitoring (e.g., 244CC), and the fivecharacter coding convention in which the first four letters identify the stream and the last digit signifies the reach (e.g., OILC1 = Oil Creek, Reach 1) for validation monitoring. Repeat the process until you have completed the new name. Highlight OK on the keyboard. d. Use the Rocker to highlight the on-screen OK button at the bottom of the page and then press it in to save the new waypoint. The waypoint can be retrieved later using the Find Menu. 4. Press and hold the Power button to turn off the GPS. Navigating To Existing Monitoring Sites Using Waypoints 1. Press and hold the Power button to turn on the GPS. The Welcome Page appears. Press the Page button to acknowledge the Copyright Warning messages and move to the Satellite Page. 2. When a sufficient number of satellites have been located, the Satellite Map displays. 3. To locate existing waypoints, press and release the Page button to cycle through the pages until you reach the Main Menu Page. a. Press in and hold the Rocker until the Find Page is displayed. b. Use the Rocker to highlight and select Waypoints from the list of categories. 75 Field Guide PPH May 2, 2011 c. A prompt to select find Nearest or find By Name is displayed. Select Nearest and press in the Rocker to display a list showing the nearest sites. Use the Rocker to highlight a waypoint and then press in the Rocker to display the Map Page for that waypoint. d. Use the Rocker to highlight the Goto on screen button and then press in the Rocker to activate a Goto. The GPS will provide distance and direction on the map to the desired site. e. Press the Page button until the Navigation Page is displayed. Travel in the direction of the bearing pointer until it points to the top of the compass ring to remain on course to the destination. When approaching the waypoint, an Arriving at Destination message appears. View progress by toggling between the Map Page and Navigation Page. f. To stop navigation, select Stop Navigation from either the Map Page or Navigation Page options menu. 4. Press and hold the Power button to turn off the GPS. Displaying Ambient Pressure 1. Press and hold the Power button to turn on the GPS. The Welcome Page appears. Press the Page button to acknowledge the Copyright Warning messages and move to the Altimeter Page. The Ambient Pressure is displayed. 2. Press and hold the Power button to turn off the GPS. 76 Field Guide PPH May 2, 2011 Appendix C. Equipment and Supply Inventory Equipment Item Rain Gauges Equipment Onset Rain Gauge Bucket HOBO Pendant Data Logger HOBO Waterproof Shuttle Onset Coupler Model RG2 UA-003-64 U-DTW-1 Serial # 620384 620382 620383 9708643 9720292 9708644 9721171 COUPLER2-A USB Cable Lithium 3V Batteries All-Weather Rain Gauge GPS Total Station Package Garmin Garmin USB Cable Micro SD and Adaptor Trimble TSC2 Bluetooth w/ screen protector CR-2032 Etrex Vista HCx TSC216 16D467141 SS72C26976 Qty 3 Inv Storage Phase Location EMC Precipitation data collection Supplier Onset Computer Corp. 800-564-4377 sales@onsetcomp.com Onset Computer Corp. Comments Send buckets to Onset for service. 3 EMC Precipitation data collection 1 EMC Precipitation data collection Onset Computer Corp. 2 EMC Onset Computer Corp. 1 EMC 3 EMC 3 EMC Precipitation data collection Precipitation data download Precipitation data collection Precipitation data collection Forestry Suppliers www.forestrysupplies.co m Purchased 2011. 1 EMC EMC Garmin Inc. www.garmin.com Best Buy Purchased 2011. Josh still has 1 1 EMC Best Buy Can’t find 1 EMC Waypoints used to locate all sites Waypoints used to locate all sites Waypoints used to locate all sites All surveys AGA Chris Johnson 303-271-0077 Office 303-877-1508 Cell chris@agageo.com Replaced screen in 2010. Check screen protector annually. 77 Onset Computer Corp. Any local vendor Field Guide PPH Item May 2, 2011 2 Storage Phase Location EMC All surveys AGA 1 EMC All Surveys AGA 1 EMC All surveys AGA 1 EMC All surveys AGA 2 EMC All surveys AGA 1 EMC All surveys AGA 571126309 1 EMC All surveys AGA 571 126 301 1 EMC All surveys AGA 571 906 330 1 EMC All surveys AGA 5198-059 1 EMC All surveys AGA 1 EMC Forestry Suppliers 2 EMC Survey control points and collimation of Trimble gun All surveys Equipment Model TSC2 Hirose TDS Computer Cable TSC2 USB Cable TSC2 AC Adapter Trimble Gun and Case 148-CGEODG Trimble Gun Base Trimble Range Pole Trimble Battery Power Stick Trimble Power Stick Charger Adaptor Trimble Single Battery Charger Seco Range Pole Bracket Seco Bi Pod Seco Tri Pod Serial # TR30R050 5600 Series 10NJ3 63322118 5217-04-RED Qty Inv 78 Supplier AGA Comments Replaced internal battery and serviced radio 2011. Service every 3 years. Service level and collimate annually. Service level annually. Replaced 2010. Field Guide PPH Item Equipment Jim-Gem Tri Pod Trimble Remote Target Trimble Remote Target Prism Trimble Remote Target SLR Werker Battery BatteryMinder Charger Trimble Geo Radio Trimble Battery Unit 12V NIMH Trimble Power Supply and Cable Trimble Super Charger Trimble Battery Cables Trimble Hirose Cables Trimble Multi Battery Adapter Trimble Battery Adaptor May 2, 2011 Model Aluminum 4265” quick release clamps 571 204 610 Serial # 15412972 15412689 571 204 312 1 Storage Phase Location EMC All surveys Forestry Suppliers 2 EMC All surveys AGA 2 EMC All surveys AGA Qty Inv Supplier Comments 571 204 360 15012774 1 EMC Collimation AGA WKA12-12F2 12V 12AH AGM 12112 L100415 1 EMC All surveys Batteries Plus Replace cable and carry case. 1 EMC All surveys AGA Replace charger. 600 H25 0.1 10214812 1 EMC All surveys AGA 5 EMC All surveys AGA 571 204 270 571 906 146 373894 1 EMC All surveys AGA 571 906 145 0202141 1 EMC All surveys AGA 7 EMC All surveys AGA 2 EMC All surveys AGA 571 204 273 1 EMC All surveys AGA 571 204 256 1 EMC All surveys AGA 572208020 79 Field Guide PPH Item Equipment Laser Level Package Trimble Spectra Precision Laser Trimble Spectra Rod Olympus Stylus Digital Camera and Case USB Cable Olympus Digital Battery Olympus Lithion Ion Battery Charger Olympus Memory Cards Dell Latitude Camera Computer Seagate External Drive Seagate External Drive Adapter CD-RW/DVDROM Dell AC Adapter CyberPower Auto Power Inverter May 2, 2011 Model LL600 SVR-25Tenths 1030 SW 1000MAH (LI-ION) LI 50C 1 Storage Phase Location EMC All surveys if AGA Trimble Total Station not available EMC All surveys AGA 613510298 1 EMC Photos of sites Buy Dig www.buydig.com LI-50-B 1 2 EMC EMC Photo download Photos of sites Buy Dig Buy Dig 080227P 1 EMC Photos of sites Buy Dig 2 EMC Photos of sites Buy Dig Serial # 3214 M 2GB Qty 1 Inv Supplier E6410 ATG 3626297065 1 EMC Data management 9W2 874-560 4LJ2N7FN 1 EMC Data management Dell Computers www.dell.com Dell Computers 1 EMC Data management Dell Computers 1 EMC Data management Dell Computers 1 EMC Data management Dell Computers 1 EMC Data management Radio Shack NU402120300 KR-040573584-318-9125 HA90PE 1-00 CPS150BU KKTOW20174 85 80 Comments Check screen protector annually. Josh still has. New computer 2011. Josh still has. Field Guide PPH Item Radios Equipment Motorola Talkabout Radios Motorola Class 2 Power Supply Charger May 2, 2011 Model T5950 HKTN4003A Serial # 175 WDP 2MJF 175 WDP 1TC7 Qty 2 1 Inv Storage Phase Supplier Location EMC Communication and Any local vendor safety EMC 81 Communication and Any local vendor safety Comments Field Guide PPH May 2, 2011 Supplies Item Maps Rite in the Rain All-Weather Field Books Mechanical Pencils (.5 mm) and Ball Point Pens Thermometer Clear Silicone Caulk Rebar Plastic Survey Markers Mag Nails Aluminum Tags Model Qty Inv Storage Location EMC Pikes Peak Highway Atlas, USGS Topographic Map No. 310F 2 Assorted 1 Box District Office Zip-O-Gauge 2 District Office Squeeze Tube 1 District Office #4, 2 ½ ft, 1/2in 100 Pieces Permamark 39495 3/4 inch plug 200/Box Yellow 79308 ¼”x ½” 1000/Box 50/Box Phase All surveys Supplier Comments www.pikes-peak-atlas.com steve@BlackCreekHydro.com 4 EMC All surveys, field data recordings, and observations Record keeping Forestry Suppliers Any local vendor All surveys, measure temperature Install rain gauges Recreational Equipment Inc. District Office Silt fence, control points, benchmarks, cross sections 1 Box District Office Cap rebar Transit Mix Concrete 549 E Cucharras Colorado Springs, CO 80903 719-636-3796 Forestry Suppliers 1 Box District Office 2 Boxes District Office Used as a benchmark when it is not possible to use rebar Label all sites 82 Home Depot Forestry Suppliers Forestry Suppliers Purchase for 2012 Field Guide PPH Item May 2, 2011 Storage Location District Office Qty Inv Lumite 4’x300’ 2 Roll ½ Roll 1000/Box 1 Box District Office Secure silt fence Roll 1 Roll District Office Blue 1 Can District Office 57880 12 Rolls/Box Blue 300 ft OTR-10-300 165 ft OTR-10-165 100 ft OTR-10-100 50 ft OTR-10-50 1 Box District Office Secure silt fence to rebar Mark monitoring sites Mark monitoring sites Metal Rulers Duraflex Graduated Buckets Zip Lock Freezer Bags and Sharpies Silt Fence Rolls Landscape Staples 16 Gauge Galvanized Wire Tree Marking Paint Flagging Keson Survey Tape Keson Survey Tape Keson Survey Tape Keson Survey Tape Model Phase Cut and fill slopes, and rock weirs Supplier Shaw Fabric Products 8013 First St. Wellington, CO 80549 970-568-0488 www.shawfabrics.com Shaw Fabric Products Any local vendor Forestry Suppliers Forestry Suppliers 2 EMC All surveys Forestry Suppliers 2 EMC All surveys Forestry Suppliers 2 EMC All surveys Forestry Suppliers 3 EMC All surveys Forestry Suppliers 12 in 2 EMC Any local vendor 8 Gal 2 EMC 1 Gal. 300+ Measure size of pebbles for pebble counts Measure sediment accumulation in silt fences Grab samples District Office 83 Comments 1 missing. Tape separated from roller. Josh will fix. Forestry Suppliers Any local vendor Purchase for 2012. Field Guide PPH Item May 2, 2011 Model Qty Inv Storage Location District Office Water Sample Bottles Nalgene 12 White Board, Erasable Markers, and Eraser Notebook with Manuals Notebook with Letters Erasable 1 EMC 1 EMC 1 EMC 1 EMC Notebook with Stream Directions, Maps, Coordinates, Vegetation Descriptions and Photo Points Silvey Rods 10 District Office Pocket Rods 2 District Office Screw Drivers 3 District Office Pliers 2 District Office Sledge Shovels 4 2 District Office District Office Hand Trowels 2 District Office Hacksaw Hedge Trimmers 1 1 District Office District Office Phase Suspended sediment samples Denote site ID and cross section for photos Instruction Manuals Identify cross sections for photos Stream surveys Secure survey tapes Stream survey vegetation measurements Rain gauge installation Silt fence installation Rebar installation Constructing silt fences Cleaning out silt fences Clear vegetation Clear vegetation 84 Supplier USFS/USGS Lab Louise O’Deen 970-226-9190 Any local vendor Any local vendor Any local vendor Any local vendor Forestry Suppliers Forestry Suppliers Any local vendor Any local vendor Any local vendor Borrowed from Manitou Any local vendor Any local vendor Any local vendor Comments Provided by USGS lab. Purchase for 2012. Field Guide PPH Item External Frame Pack Waders Orange Vests Survey Crew Sign Orange Cones Flashlights AA Batteries May 2, 2011 Cabela’s 2 Storage Location District Office Cabela’s 11 and 13 2 District Office Stream surveys 3 1 2 2 24 District Office District Office District Office District Office EMC Safety Safety Safety Safety GPS and Rain Gauge Shuttle Model 24 Pack Qty Inv Phase Supplier Stream surveys Any local vendor Cabela’s www.cabelas.com Forestry Supplier Forestry Supplier Forestry Supplier Any local vendor Any local vendor 85 Comments Field Guide PPH May 2, 2011 Appendix D. Particle Size Analysis Sieving Procedure OBJECTIVE Disturbances upslope from a stream reach often result in an increase in fine particles in the stream channel bed, which can have a negative effect on aquatic habitat. Assuming that road mitigation practices are effective in reducing discharge energy and sediment delivery to the channel system, and that no offsetting responses occur, the percentage of fine particles in the stream channel bed can be expected to decrease over time. A greater percentage of the stream bed is likely to be composed of larger particles as the fine particles are winnowed out and not replaced. The composition of the sediment trapped behind silt fences and deposited in rock weirs and in bars on the stream reaches is assessed through the collection of grab samples and analyzed in the laboratory for particle size distribution. Comparing the particle size distribution in material captured in traps near the highway with sediment deposits (bars) in the streams and pebble counts taken in the stream channel should validate response to highway mitigation practices. Not all grab samples will be analyzed. Initially a sub-sample will be selected for analysis; additional samples will be analyzed only if a sample size evaluation indicates a larger sub-sample is needed. The following procedures adapted from personal communication with Sandra Ryan-Burkett, Rocky Mountain Research Station, U.S. Forest Service (2007), detail the particle size analysis sieving procedure for the collected grab samples. PROCEDURES Sample Preparation 1. Prepare the sample label. Record all information listed on the ziplock: site name/number, sample collection date, and upper or lower fence for silt fences. 2. Transfer the sample from the ziplock to an appropriate sized drying pan (large enough so that the sample is spread in a relatively even layer). Wash out the ziplock using tap water in a wash bottle, making sure all matter gets washed into the drying pan. Slowly pour out excess water from the pan. 3. Place the sample in the drying oven set to 35oC until all organic matter and soil is dried (several hours or longer for large samples). Transfer the entire sample, including all organic matter, from the drying pan into a tarred weighing dish, and record total sample weight on the datasheet to the nearest tenth of a gram. This will allow tracking of the percentage of sample that is analyzed and will assist in approximating how many times the sample will need to be split to get about a 500-gram sub-sample. 4. The sample may then be split and sieved or transferred into a dry ziplock for storage. Be sure to label the sample correctly (site name/number, sample collection date, and upper or lower fence for silt fences) if it is to be stored. Split Sample 1. If the sample weight exceeds 500 grams, pour the entire sample from the ziplock into the sample splitter, dividing the sample into two equal halves. Set one half of the sample aside for storage and disposal. 87 Field Guide PPH May 2, 2011 2. If the remaining sub-sample still exceeds 500 grams (approximately), pour the subsample through the splitter again and continue the splitting process, as needed, until the remaining sub-sample size is about 500 grams. 3. Place the remainder of split sample into a dry ziplock for storage. Be sure to label the split sample correctly. Sieving 1. Set up datasheet: a. Record information from ziplock, (site name/number, sample collection date, and upper or lower fence for silt fences) on the datasheet. b. Record your name and the analysis date. 2. Obtain initial sub-sample weight: a. Transfer the sub-sample, including all organic material, into a tarred weighing dish, and record the sub-sample weight on the datasheet to the nearest tenth of a gram. 3. Obtain initial sub-sample volume: a. Transfer the sub-sample, including all organic material, into a graduated cylinder, and record the volume of the sub-sample (in milliliters), on the datasheet. 4. Set up sieve stacks: a. Check to make sure all necessary sieves (listed on the datasheet) are available and in the proper order. There are two sieve stacks, one for very coarse grains (larger than 22.4 mm) and one for grains from 0.5 mm (bottom) to 16 mm (top). In both stacks, the coarsest (largest pore) sieve is placed on top and succeeding finer sieves are placed below. b. A full or half height pan is placed at the bottom of each stack to catch what passes through all sieves in the stack. 5. Hand sieve large grains: a. Larger grains may be sieved by hand and don’t need to be sieved using the shaker. Pour the sub-sample onto the coarsest sieve and shake gently. b. Any grains that fall through the 22.4 mm sieve and are caught in the bottom pan must be sieved further using the shaker. 6. Sieve smaller grains with a sieve shaker: a. Pour the remaining sub-sample into the sieve stack. Place the sieve stack onto the shaker platform, secure, and run for 15 minutes. b. When the shaker is finished, remove the stack. 7. Weigh sub-sample and treat organic material: a. Remove the first sieve (coarsest) from stack. Transfer all material into white enamel pan using wire brush to remove any particles stuck in the screen. Gently blow away or pick the dried, lightweight organic matter from the inorganic particles. Not all the organics will be removed using this method, but it is more efficient than ashing the entire sample (remaining organic matter contributes an essentially negligible weight to the total sample weight). b. Transfer the sub-sample fraction into a tarred weighing dish and record subsample fraction weight on the datasheet to the nearest tenth of a gram. c. Place weighed sub-sample fractions into a labeled ziplock for storage in the lab until lab analysis with quality control check is complete. Weigh and prep each 88 Field Guide PPH May 2, 2011 sub-sample fraction in this manner. Also measure and record the weight of the material in the bottom pan. 8. Sum of parts: a. Total all the sub-sample fractions in the column on the datasheet to obtain the sum of the sub-sample fractions. b. This total should be close to the initial sub-sample weight recorded on the top of the datasheet. Because organic material has been removed in the processing, the sum of the sub-sample weights should be equal to or less than the initial subsample weight. 9. Largest grain: a. Determine the largest grain from the entire sample and measure the intermediate or b-axis in millimeters (this axis is neither the longest nor shortest of the three mutually perpendicular sides of the grain). Record the measure on the datasheet. 10. Completed datasheet: a. File the datasheets electronically by year in the data archive. 11. Discard samples: a. Discard samples after the particle size distribution graphs have been completed and reviewed for quality assurance and quality control. 89 Field Guide PPH May 2, 2011 Particle Size Analysis - Half Phi Sieving Project Name: Pikes Peak Highway Monitoring Project Site Name/Number Sample Collection Location Sample Collection Date Total Sample Weight (gr)* Initial Sub-Sample Weight (gr)* Initial Sub-Sample Volume (ml)** B-axis largest grain (mm)*** < 0.50 (pan) 0.50-1.0 1.0-2.0 2.0-2.8 2.8-4.0 4.0-5.6 5.6-8.0 8.0-11.2 11.2-16.0 16.0-22.4 22.4-32.0 32.0-45.0 45.0-64.0 >64 Total**** Analyzed by: Date: Comments: *Weight recorded to the nearest tenth of a gram and includes organic material ** Volume recorded in milliliters and includes organic material ***B-axis is the intermediate axis and is recorded in millimeters ****Total = sum of sieve fractions for that sub-sample 90 Field Guide PPH May 2, 2011 Appendix E. Roles and Responsibility Matrix Name Belz, Steve Black Creek Hydrology Office 303-920-2664 Cell 303-810-4992 Email steve@BlackCreekHydro.com Billmeyer, Eric Rocky Mountain Field Institute (RMFI) 719-471-7736 719-650-6659 eric@rmfi.org Botts, Brent District Ranger, Pikes Peak R.D., US Forest Service 719-477-4202 bobotts@fs.fed.us Butler, Dana Hydrologist, Pikes Peak R.D., US Forest Service Cables, Rick Regional Forester, Rocky Mtn Region, US Forest Service Carson, David A. U.S. Department of Justice, Environmental Defense Section 719-477-4210 danabutler@fs.fed.us 303-275-5450 rcables@fs.fed.us 303-844-1349 Comments Provides training for stream measurement and survey techniques. Provides AutoCAD maps for rock weirs and stream reaches and topographic map documenting the location of each monitoring site. Trustee and administrator of RMFI trust account with contributions from the Forest Service and the City of Colorado Springs. Responsible for seeing that approved projects are implemented under specific work plans and by specific contractors agreed to by the Sierra Club and the Forest Service. Receives Forest Service copy of annual report and any required notice under the Settlement Agreement. Provides semi-annual report of budget and project work to Sierra Club from Forest Service. Forest Service assistance in data collection. Receives Forest Service copy of annual report and any required notice under the Settlement Agreement. Counsel for the Forest Service. Receives Department of Justice copy of annual report, and forwards report to plaintiff. Receives any required notice under the Settlement Agreement. 91 Field Guide PPH May 2, 2011 Name Chambers, Jackie Field Operations, Colorado Springs Utilities Daniels, J. Michael Department of Geography, University of Denver Derengowski, Jeff Field Technician, METI, Inc. Glavan, Jack Capital Projects Mgr, City of Colorado Springs Office 719-668-4667 Cell 719-641-2460 Email jmchambers@csu.org Comments Contact for stream survey access of Boehmer and East Fork Beaver Creeks (South Slope) j.michael.daniels@du.edu Advisor to graduate student who completed data analysis on conveyance channel data. jderengowski@yahoo.com Field Crew 719-385-7714 JGlavan@springsgov.com Hovermale, Jeff Land, Minerals, & Special Uses, Pikes Peak R.D., US Forest Service 719-477-4201 jhovermale@fs.fed.us Huffman, Chip Public Works Dept, City of Cripple Creek Janiga, Patrice Program Manager, Ecosystem Mgt. Coordination, US Forest Service Jordan, Dave City of Colorado Springs Katz, Harry Master’s Student, University of Denver 719-689-2125 water@cripple-creek.co.us Responsible for road construction. Contact for stream survey access of Boehmer Creek and East Fork Beaver Creek. Receives copy of annual report and any required notice under the Settlement Agreement. Forest Service assistance: office space, storage, first aid and CPR training, employee orientation, defensive driving, Hazmat, District Office orientation, and vehicle. Holds keys for access to Boehmer, East Fork Beaver, and West Fork Beaver Creeks. Contact for stream survey access of West Fork Beaver Creek. 970-295-5712 pjaniga@fs.fed.us 719-229-8990 djordan@springsgov.com 410-746-9441 hkatz4@du.edu 92 Contract administration and project oversight. Responsible for road construction. Graduate student, completed data analysis on conveyance channel data. Field Guide PPH Name Leaverton, Bob Forest Supervisor, Pike-San Isabel N.F., US Forest Service Lockhart, James Conservation Chair, Pikes Peak Sierra Club McDonald, Lee Hydrologist, Colorado State University Morrison, Gary Engineer, Pike-San Isabel N.F., US Forest Service Nankervis, Jim Blue Mountain Consultants Nichols, Liz Outreach Coordinator, Rocky Mtn Field Institute Oakes, Richard Site Manager, Manitou Exp. Forest, US Forest Service O’Connell, Michele Group Leader, Lands Special Uses, Rocky Mtn Region, US Forest Service O’Deen, Louise USFS/USGS Water Lab Manager, METI, Inc. May 2, 2011 Office 719-553-1400 Cell Email bleaverton@fs.fed.us 719-385-0045 Comments Receives Forest Service copy of annual report and any required notice under the Settlement Agreement. Sierra Club contact. Receives copy of annual report and any required notice under the Settlement Agreement from the Dept. of Justice. Possible contact for technical guidance. 970-491-6109 leemac@warnercnr.colostate.edu 719-477-4211 garymorrison@fs.fed.us Responsible for implementation of the city’s improvement work. Primary source for design modifications to highway. 303-684-9850 jmn@mesanetworks.net 719-471-7736 rmfi@rmfi.org Training in equipment installation (rain gauges and silt fence), field measurement and survey techniques, and data organization. Outreach for Rocky Mountain Field Institute. 719-687-3034 richardoakes@fs.fed.us 303-275-5383 mmoconnell@fs.fed.us 970-226-9190 louise_o'deen@usgs.gov 93 Forest Service assistance: housing at Manitou Experimental Forest. Primary contact for Project Manager, CC on annual report notification letter. Lab analysis of grab and suspended sediment samples. Field Guide PPH Name Peavy, Andrew GIS Analyst, US Forest Service Ryan-Burkett, Sandra Geomorphologist, Rocky Mountain Research Station, US Forest Service Stottlemyer, Bob USFS/USGS Water Lab Supervisor, US Geological Survey Tezak, Ed Property Owner Tooke, Tony Director, Ecosystem Mgt. Coordination, US Forest Service Troendle, Chuck Hydrologist, METI, Inc. Vaught, Robert Natural Resources Director, Rocky Mtn. Region, US Forest Service VonLoh, Josh Field Technician, METI, Inc. Winkler, Sandy Monitoring Specialist, METI, Inc. Wiygul, Robert B. Earthjustice May 2, 2011 Office 541-947-6312 Cell 970-498-1015 Email apeavy@fs.fed.us sryanburkett@fs.fed.us 970-226-9236 970-223-1628 719-429-5121 202-205-0830 ttooke@fs.fed.us 970-222-9512 corvtroendle@msn.com 303-275-5014 970-295-5718 rvaught@fs.fed.us 719-510-2006 jvonloh@hotmail.com 970-215-4793 swinkler@fs.fed.us 303-623-9466 Comments Past project manager. Technical guidance for data analysis, data collection, and lab analysis procedures of grab and suspended sediment. Provided oversight of graduate student completing data analysis of conveyance channels. Provides support to USFS/USGS Water Lab. Property owner: contact for stream survey access of Oil Creek. Required Forest Service signature on annual report. Project management, CC on annual report notification letter. CC on annual report notification letter Field Crew Field coordination and project management assistance. Counsel for the Sierra Club. 94 Field Guide PPH May 2, 2011 Appendix F. Weekly Silt Fence Visit Datasheet Date: Air Temperature: Crew: Start Time: Site ID 128FS 141CS 105FS 124FS 123CS 103FS 102CS 101FS 098FS 093FS 090CS 088FS 087CS 086FS 083FS 079FS 074FS 078CS 059CS 055FS 052FS 049CS 048FS 045CS 043FS Location Weather: Ambient Pressure: End Time: Comments Upper Fence Lower Fence Upper Fence Upper Fence Lower Fence Upper Fence Lower Fence Upper Fence Upper Fence Lower Fence Upper Fence Upper Fence Lower Fence Upper Fence Lower Fence Upper Fence Lower Fence Lower Fence Upper Fence Lower Fence Lower Fence Upper Fence Upper Fence Lower Fence Upper Fence Lower Fence Upper Fence Lower Fence Upper Fence Lower Fence Lower Fence Upper Fence Lower Fence Upper Fence Upper Fence Lower Fence Lower Fence Lower Fence Upper Fence Upper Fence Lower Fence Lower Fence Upper Fence Upper Fence Lower Fence 95 Photos Grab Sample Field Guide PPH Site ID 181RW 180RW 179RW 178RW 176RW 192CS 187FS 204FS 198FS 197CS 186FS 185CS 203FS 202RW 183FS 161RW 201RW 194FS 193FS 039FS 011CS 009RA 008RW 007FS 006RW 003RW 001FS 002RW 200RW 177FS Location May 2, 2011 Comments Photos Grab Sample Silt Fence Silt Fence Silt Fence Silt Fence Silt Fence Lower Fence Upper Fence Upper Fence Lower Fence Upper Fence Lower Fence Upper Fence Lower Fence Lower Fence Upper Fence Upper Fence Lower Fence Lower Fence Upper Fence Upper Fence Lower Fence Silt Fence Upper Fence Lower Fence Silt Fence Silt Fence Upper Fence Lower Fence Upper Fence Lower Fence Upper Fence Lower Fence Lower Fence Upper Fence Silt Fence Silt Fence Upper Fence Lower Fence Silt Fence Silt Fence Upper Fence Lower Fence Silt Fence Silt Fence Upper Fence Lower Fence DATA COMPUTER ENTRY Date:__________________________ Crew Member:___________________________ 96 Field Guide PPH May 2, 2011 Appendix G. Riparian Vegetation Summary Camera Cross Section and Pin to Pin Distance in Feet BHMR1 BHMR1 BHMR1 BHMR1 BHMR1 BHMR1 BHMR1 BHMR1 BHMR1 BHMR1 OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS A (24.36) A B (31.95) B C (16.81) C D (20.28) D E (34.42) E BHMR2 BHMR2 BHMR2 BHMR2 BHMR2 BHMR2 BHMR2 BHMR2 BHMR2 BHMR2 OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS A (25.43) A B (17.59) B C (18.46) C D (30.44) D E (43.02) E Site ID EBVR1 EBVR1 Date OLYMPUS STYLUS OLYMPUS STYLUS A (20.70) A Bar Sample Downstream from XSE 18' upstream from XSB 2' downstream from XSB left bank 97 Bank Bank Distance from LPIN (ft) Camera Distance from LPIN (ft) Left Right Left Right Left Right Left Right Left Right 11.2 13.4 6.5 9.9 8.2 11.8 7.4 11.2 21.8 27.6 14.0 10.5 10.8 5.8 13.0 7.5 11.0 7.0 27.0 22.5 Left Right Left Right Left Right Left Right Left Right 6.0 10.0 6.9 10.0 6.0 9.4 15.5 18.6 11.0 14.7 11.0 6.0 10.0 6.0 10.0 6.0 19.0 15.0 16.0 11.5 Left Right 1.3 17.1 5.0 13.6 Percent Cover Comments Field Guide PPH May 2, 2011 EBVR1 EBVR1 EBVR1 EBVR1 EBVR1 EBVR1 EBVR1 EBVR1 OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS Cross Section and Pin to Pin Distance in Feet B (24.53) B C (29.05) C D (12.77) D E (18.48) E EBVR2 EBVR2 EBVR2 EBVR2 EBVR2 EBVR2 EBVR2 EBVR2 EBVR2 EBVR2 OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS A (37.63) A B (21.24) B C (20.46) C D (17.45) D E (19.66) E GLEN1 GLEN1 GLEN1 GLEN1 GLEN1 GLEN1 GLEN1 OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS A (20.03) A B(16.57) B C (17.31) C D (49.99) Site ID Date Camera Bar Sample 6' upstream from XSE At XSE, left bank 98 Bank Bank Distance from LPIN (ft) Camera Distance from LPIN (ft) Left Right Left Right Left Right Left Right 3.0 13.5 6.8 17.0 1.9 10.1 8.3 14.2 5.0 9.0 11.0 12.0 6.0 5.0 11.0 10.0 Left Right Left Right Left Right Left Right Left Right 14.3 20.0 9.2 14.3 9.2 13.4 7.7 13.2 9.8 14.6 19.0 16.0 15.0 11.0 13.0 11.0 12.5 10.0 14.0 11.0 Left Right Left Right Left Right Left 9.0 13.0 6.3 9.0 5.9 9.6 16.8 12.0 8.5 9.5 5.7 9.9 6.0 21.0 Percent Cover Comments Field Guide PPH May 2, 2011 GLEN1 GLEN1 GLEN1 OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS Cross Section and Pin to Pin Distance in Feet D E (24.29) E NCAT1 NCAT1 NCAT1 NCAT1 NCAT1 NCAT1 NCAT1 NCAT1 NCAT1 NCAT1 OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS A (57.53) A B (58.83) B C (38.85) C D (44.77) D E (60.78) E NCAT2 NCAT2 NCAT2 NCAT2 NCAT2 NCAT2 NCAT2 NCAT2 NCAT2 NCAT2 OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS A (29.17) A B (40.59) B C (42.34) C D (29.78) D E (34.25) E NCRY1 OLYMPUS STYLUS A (54.53) Site ID Date Camera Bar Sample XSB <> XSC right bank 3' downstream from XSB At XSA left bank 99 Bank Bank Distance from LPIN (ft) Camera Distance from LPIN (ft) Right Left Right 29.0 8.0 19.7 27.2 15.5 16.0 Left Right Left Right Left Right Left Right Left Right 12.0 16.5 46.0 50.5 16.7 30.3 26.0 32.5 42.8 45.5 17.0 12.0 50.0 47.0 21.5 26.0 30.0 29.3 47.0 41.0 Left Right Left Right Left Right Left Right Left Right 12.0 16.2 8.8 11.8 12.4 17.2 6.0 9.7 10.0 13.1 16.5 12.0 13.0 8.0 17.0 11.5 10.5 5.0 15.0 2.5 Left 35.5 39.0 Percent Cover Comments Field Guide PPH May 2, 2011 NCRY1 NCRY1 NCRY1 NCRY1 NCRY1 NCRY1 NCRY1 NCRY1 NCRY1 OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS Cross Section and Pin to Pin Distance in Feet A B (51.31) B C (43.61) C D (41.53) D E (37.98) E NCRY2 NCRY2 NCRY2 NCRY2 NCRY2 NCRY2 NCRY2 NCRY2 NCRY2 NCRY2 OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS A (24.23) A B (35.00) B C (33.82) C D (28.71) D E (34.35) E OILC1 OILC1 OILC1 OILC1 OILC1 OILC1 OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS A (43.95) A B (41.34) B C (32.67) C Site ID Date Camera Bar Sample Upstream from XSE left bank 4' Downstream from XSA 100 Bank Bank Distance from LPIN (ft) Camera Distance from LPIN (ft) Right Left Right Left Right Left Right Left Right 38.8 39.2 41.5 26.7 28.7 30.0 31.5 30.0 34.3 36.0 42.0 38.0 29.0 25.0 32.8 29.5 33.7 31.0 Left Right Left Right Left Right Left Right Left Right 10.5 20.6 21.4 30.5 19.3 27.4 14.5 22.9 5.3 18.4 15.5 15.0 25.0 26.0 24.0 23.0 18.3 19.3 7.1 15.6 Left Right Left Right Left Right 5.4 12.4 5.9 16.6 15.7 20.9 11.0 8.0 12.0 6.0 19.5 6.0 Percent Cover Comments Field Guide PPH May 2, 2011 OILC1 OILC1 OILC1 OILC1 SVRY1 SVRY1 SVRY1 SVRY1 SVRY1 SVRY1 SVRY1 SVRY1 SVRY1 SVRY1 OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS Cross Section and Pin to Pin Distance in Feet D (33.98) D E (38.35) E A (13.70) A B (11.83) B C (14.82) C D (12.09) D E (9.57) E SVRY2 SVRY2 SVRY2 SVRY2 SVRY2 SVRY2 SVRY2 SVRY2 SVRY2 SVRY2 OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS A (95.72) A B (116.96) B C (158.61) C D (156.58) D E (211.52) E Site ID Date Camera Bar Sample At XSA Downstream from XSE 101 Bank Bank Distance from LPIN (ft) Camera Distance from LPIN (ft) Left Right Left Right Left Right Left Right Left Right Left Right Left Right 5.8 32.3 8.9 16.7 2.0 7.8 5.0 8.9 4.9 7.8 4.6 8.6 2.7 6.6 11.0 8.0 12.0 9.0 7.0 4.0 8.0 7.0 8.0 5.0 8.0 4.0 7.0 4.0 Left Right Left Right Left Right Left Right Left Right 20.2 37.0 32.0 47.2 59.2 78.3 74.8 90.1 66.0 78.2 28.0 32.0 35.0 41.0 65.0 73.0 79.0 87.0 72.0 71.0 Percent Cover Comments Field Guide PPH Site ID Date May 2, 2011 Camera Cross Section and Pin to Pin Distance in Feet SKIC1 SKIC1 SKIC1 SKIC1 SKIC1 SKIC1 SKIC1 SKIC1 SKIC1 SKIC1 OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS A (15.04) A B (14.15) B C (16.60) C D (33.57) D E (21.78) E SKIC2 SKIC2 SKIC2 SKIC2 SKIC2 SKIC2 SKIC2 SKIC2 SKIC2 SKIC2 OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS A (50.70) A B (46.73) B C (29.76) C D (28.31) D E (41.90) E SCAT1 SCAT1 SCAT1 OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS A (22.96) A B (20.83) Bar Sample 10' downstream from XSD 6' upstream from XSB 40' downstream from XSA 102 Bank Bank Distance from LPIN (ft) Camera Distance from LPIN (ft) Left Right Left Right Left Right Left Right Left Right 6.2 11.1 4.9 10.5 4.1 12.1 16.0 23.2 14.5 19.2 8.0 8.5 7.0 7.5 7.0 9.0 19.5 19.5 17.5 15.0 Left Right Left Right Left Right Left Right Left Right 32.8 40.7 29.4 35.1 2.6 10.6 4.3 12.5 24.9 31.1 36.0 35.0 35.5 32.5 6.0 7.0 11.0 8.0 31.0 26.0 Left Right Left 6.4 11.7 10.5 11.5 8.9 14.0 Percent Cover Comments Field Guide PPH Site ID SCAT1 SCAT1 SCAT1 SCAT1 SCAT1 SCAT1 SCAT1 SCAT2 SCAT2 SCAT2 SCAT2 SCAT2 SCAT2 SCAT2 SCAT2 SCAT2 SCAT2 SCAT3 SCAT3 SCAT3 SCAT3 SCAT3 SCAT3 Date May 2, 2011 Camera OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS Cross Section and Pin to Pin Distance in Feet B C (21.86) C D (18.12) D E (24.02) E A (28.57) A B (17.05) B C (19.81) C D (38.50) D E (18.95) E A (44.32) A B (32.19) B C (15.79) C Bar Sample 10' upstream from XSE left bank 10' downstream from XSD right bank 103 Bank Bank Distance from LPIN (ft) Camera Distance from LPIN (ft) Right Left Right Left Right Left Right 18.3 4.8 13.7 5.5 11.7 8.8 15.5 14.0 10.0 9.6 12.0 6.0 16.0 10.0 Left Right Left Right Left Right Left Right Left Right 3.9 15.0 3.0 11.3 2.2 13.2 7.6 15.4 3.8 11.2 9.0 9.5 7.0 7.0 6.0 9.0 11.0 12.7 7.0 8.0 Left Right Left Right Left Right 26.0 29.2 12.1 15.5 3.0 6.8 29.4 25.2 16.0 12.7 6.8 3.1 Percent Cover Comments Field Guide PPH May 2, 2011 SCAT3 SCAT3 SCAT3 OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS Cross Section and Pin to Pin Distance in Feet D (19.60) D E (18.48) SCAT3 WBVR1 WBVR1 WBVR1 WBVR1 WBVR1 WBVR1 WBVR1 WBVR1 WBVR1 WBVR1 OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS E A (36.64) A B (20.98) B C (28.83) C D (34.18) D E (29.56) E WBVR2 WBVR2 WBVR2 WBVR2 WBVR2 WBVR2 WBVR2 WBVR2 WBVR2 WBVR2 OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS OLYMPUS STYLUS A (44.40) A B (90.60) B C (151.93) C D (149.43) D E (96.25) E Site ID Date Camera Bar Sample XSD <> XSE XSB <> XSC left bank 104 Bank Bank Distance from LPIN (ft) Camera Distance from LPIN (ft) Left Right Left 8.0 10.8 5.1 11.6 8.1 8.2 Right Left Right Left Right Left Right Left Right Left Right 6.5 15.9 31.0 4.3 15.5 4.0 17.0 9.7 25.0 6.0 20.0 3.8 21.0 27.0 10.0 11.0 9.0 11.0 14.0 20.0 12.0 16.0 Left Right Left Right Left Right Left Right Left Right 7.5 25.0 14.0 37.0 100.5 126.0 97.0 124.5 34.0 54.5 16.0 19.0 21.0 31.0 107.0 119.0 108.0 120.0 39.0 43.0 Percent Cover Comments
