RMS Mile Point List

Total Page:16

File Type:pdf, Size:1020Kb

RMS Mile Point List RMS Mile Point(s) Sorted Alphabetically 3/10/2016 Road# Dir Name Mile Side Description 02265 NW 101ST LN 0.000 Center 101ST ST 0.059 Left QUINCE AVE 0.262 Center END BULB 02270 NW 101ST ST 0.000 Center HWY 126 0.043 Left KINGWOOD DR, NW 0.357 Left MAPLE LN, NW 0.491 Left OAK LN, NW 0.521 Right OAK AVE, NW 0.750 Left 101ST LN, NW 1.205 Left 95TH ST 02259 NW 103RD ST 0.000 Center ANTLER AVE, W 0.250 Left ELM AVE, NW 0.750 Center HWY 126 2.750 Center BEGIN 3.004 Right COYNER AVE, NW 02261 NW 105TH CT 0.000 Left QUINCE AVE, NW 0.110 Center END BUBBLE 02188 NW 10TH ST 0.000 Center ANTLER AVE, W 0.063 Center BIRCH AVE, NW 0.125 Center CEDAR AVE, NW 0.188 Center DOGWOOD AVE, NW 0.250 Center ELM AVE, NW 0.313 Center FIR AVE, NW 0.381 Center GREENWOOD AVE, NW 0.421 Center CANYON DR, NW 0.866 Center BEGIN 0.874 Right LARCH AVE, NW 0.918 Left LARCH CT, NW 0.965 Left ROCKCREST CT, NW 1.000 Right MAPLE AVE, NW 1.107 Center 9TH ST, NW 1.206 Left CANYON DR, NW 1.375 Left POPLAR AVE, NW 1.500 Left QUINCE AVE, NW 1.562 Center OLD CITY LIMITS 2.000 Center OLD CITY LIMITS 2.094 Center REDMOND CITY LIMITS 2.375 Center PERSHALL WAY, NW 3.500 Center GALLOWAY AVE, NW 3.679 Center CANAL BRIDGE 4.258 Center DAVIDSON AVE, NW 4.400 Center HWY 97 4.489 Left ODEM AVE, NW 7.250 Center HWY 97 7.895 Center END PAVEMENT 02372 SW 10TH ST 0.000 Center ANTLER AVE, W 0.068 Center BLACK BUTTE BLVD, SW 0.136 Center CASCADE AVE, SW 0.203 Center DESCHUTES AVE, SW 0.266 Center EVERGREEN AVE, SW Page 1 DCRD Report 2016 Sorted Alphabetically 3/10/2016 Road# Dir Name Mile Side Description 0.334 Center FOREST AVE, SW 0.401 Center GLACIER AVE, SW 0.467 Center HIGHLAND AVE, SW 06046 SW 10TH ST 0.000 Left BEGIN 08308 NW 10TH ST 0.000 Center MILWAUKEE AVE, NW 0.200 Center END 08319 NE 10TH ST 0.000 Center PENN AVE, NE 0.669 Center FRANKLIN AVE, NE 0.886 Center BEAR CREEK RD, NE 0.988 Center ALDEN AVE, NE 06293 NE 11TH AVE 0.000 Left BEGIN 0.250 Left END 09346 NW 11TH GREEN PL 0.000 Center FAIRWAY HEIGHTS, NW 0.022 Center END 08421 NE 11TH PL 0.000 Center JONES RD, NE 0.210 Center END Page 2 DCRD Report 2016 Sorted Alphabetically 3/10/2016 Road# Dir Name Mile Side Description 02190 NW 11TH ST 0.000 Center ANTLER AVE, W 1.250 Center CANYON DR, NW 1.384 Center POPLAR AVE, NW 1.505 Center QUINCE AVE, NW 4.250 Center DAVIDSON WAY, NW 4.375 Left NEWELL AVE, NW 02280 NE 11TH ST 0.000 Center ANTLER AVE, E 0.327 Center GREENWOOD AVE, NE 0.500 Left HEMLOCK AVE, NE 0.730 Center END 0.780 Center BEGIN 1.000 Center NEGUS WAY, NE 3.900 Center BEGIN 3.902 Left JORDAN AVE, NE 4.267 Right LYNCH AVE, NE 4.500 Center JUNIPER RIDGE RD, NE 02311 11TH ST 0.000 Center HWY 97 S 0.189 Center SMITH ROCK WAY 0.277 Center C AVE 0.541 Right F AVE 0.765 Center HWY 97 N 02371 SW 11TH ST 0.000 Center ANTLER AVE, W 0.068 Center BLACK BUTTE BLVD, SW 0.136 Center CASCADE AVE, SW 0.202 Center DESCHUTES AVE, SW 0.269 Center EVERGREEN AVE, SW 0.337 Center FOREST AVE, SW 0.404 Center GLACIER AVE, SW 0.467 Center HIGHLAND AVE, SW 0.540 Right INDIAN AVE, SW 0.607 Right JUNIPER AVE, SW 0.637 Center 9TH ST, SW 0.675 Right KALAMA AVE, SW 0.741 Right LAVA AVE, SW 0.890 Right CANAL BLVD, S 0.890 Center SISTERS AVE, SW 0.904 Right NEWBERRY AVE, SW 0.977 Center ROAD BLOCK 0.984 Center OBSIDIAN AVE, SW 06047 SW 11TH ST 0.000 Left BEGIN 06488 NW 11TH ST 0.000 Left BEGIN 0.063 Left END 08309 NW 11TH ST 0.000 Center MILWAUKEE AVE, NW 0.240 Center END 08320 NE 11TH ST 0.000 Center REVERE ST, NE 0.800 Center END 02448 12TH LN 0.000 Left FOSS DR 0.172 Left ANGUS LN Page 3 DCRD Report 2016 Sorted Alphabetically 3/10/2016 Road# Dir Name Mile Side Description 02210 NW 12TH ST 0.000 Center ANTLER AVE, W 0.063 Center BIRCH AVE, NW 0.125 Left CEDAR AVE, NW 0.188 Center DOGWOOD AVE, NW 0.250 Right ELM AVE, NW 1.250 Center CANYON DR, NW 1.342 Center POPLAR AVE, NW 1.463 Center QUINCE AVE, NW 5.743 Center LOWER BRIDGE WAY, NW 5.869 Center END 02370 SW 12TH ST 0.000 Center ANTLER AVE, W 0.067 Center BLACK BUTTE BLVD, SW 0.134 Center CASCADE AVE, SW 0.202 Center DESCHUTES AVE, SW 0.268 Center EVERGREEN AVE, SW 0.336 Center FOREST AVE, SW 0.404 Center GLACIER AVE, SW 0.467 Center HIGHLAND AVE, SW 0.538 Center INDIAN AVE, SW 0.605 Center JUNIPER AVE, SW 0.673 Center KALAMA AVE, SW 0.740 Center LAVA AVE, SW 0.910 Left NEWBERRY AVE, SW 0.991 Center OBSIDIAN AVE, SW 06048 SW 12TH ST 0.000 Center ANTLER AVE, W 0.740 Center END 08310 NW 12TH ST 0.000 Center SUMMIT DR 0.509 Center TRENTON AVE, NW 0.586 Center SAGINAW AVE, NW 1.587 Center COMMERCE AVE, NW 08333 NE 12TH ST 0.000 Left BEGIN 1.186 Left END 09308 SW 13TH PL 0.000 Center DONOVAN AVE, SW 0.029 Center END Page 4 DCRD Report 2016 Sorted Alphabetically 3/10/2016 Road# Dir Name Mile Side Description 02182 NE 13TH ST 0.000 Center ANTLER AVE, E 1.250 Right NEGUS WAY, NE 1.600 Center CANAL 02211 NW 13TH ST 0.000 Center ANTLER AVE, W 0.200 Right DOGWOOD AVE, NW 1.300 Center CANYON DR, NW 1.378 Center POPLAR AVE, NW 1.499 Center QUINCE AVE, NW 02369 SW 13TH ST 0.000 Center ANTLER AVE, W 0.202 Center DESCHUTES AVE, SW 0.269 Center EVERGREEN AVE, SW 0.336 Center FOREST AVE, SW 0.404 Center GLACIER AVE, SW 0.468 Center HIGHLAND AVE, SW 0.539 Center INDIAN AVE, SW 0.605 Center JUNIPER AVE, SW 0.671 Center KALAMA AVE, SW 1.573 Center BEGIN (E OF HWY 97) 1.799 Center END (SE AIRPORT WAY) 02426 13TH ST 0.000 Center F AVE 0.227 Center 150 FT S. OF ANGUS LN 0.260 Center ANGUS LN 0.441 Center FOSS DR 0.485 Center END 06880 SW 13TH ST 0.000 Center DESCHUTES AVE, SW 0.460 Center END 1.614 Center END OF PAVEMENT 1.799 Center AIRPORT WAY, SE 08311 NW 13TH ST 0.000 Center NEWPORT AVE, NW 0.740 Center END 08334 NE 13TH ST 0.000 Left BEGIN 0.546 Left END 09307 SW 13TH ST 0.000 Center DONOVAN AVE, SW 0.093 Center END Page 5 DCRD Report 2016 Sorted Alphabetically 3/10/2016 Road# Dir Name Mile Side Description 02368 SW 14TH ST 0.000 Center ANTLER AVE, W 0.284 Center EVERGREEN AVE, SW 0.352 Center FOREST AVE, SW 0.420 Center GLACIER AVE, SW 0.487 Center HIGHLAND AVE, SW 0.556 Center INDIAN AVE, SW 0.624 Center JUNIPER AVE, SW 0.690 Center KALAMA AVE, SW 06049 SW 14TH ST 0.000 Center EVERGREEN AVE, SW 0.400 Center END 06065 NW 14TH ST 0.000 Left DAVIDSON WAY, NW 0.244 Left ODEM AVE, NW 06242 14TH ST 0.000 Left BEGIN 08312 NW 14TH ST 0.000 Center PORTLAND AVE 0.129 Center NEWPORT AVE, NW 0.879 Center COMMERCE AVE, NW 08313 SE 14TH ST 0.000 Center BEAR CREEK RD, SE 0.042 Center END 08335 NE 14TH ST 0.000 Left BEGIN 0.068 Left END 08720 NE 14TH ST 0.000 Left BEGIN 0.041 Left END 06918 15TH LN 0.000 Center GALLOWAY AVE 0.410 Center END Page 6 DCRD Report 2016 Sorted Alphabetically 3/10/2016 Road# Dir Name Mile Side Description 02278 15TH ST 0.000 Center C AVE 0.173 Right E AVE 0.263 Center F AVE 0.451 Center END 02367 SW 15TH ST 0.000 Center ANTLER AVE, W 0.129 Left CASCADE AVE, SW 0.152 Center END 0.219 Center BEGIN PAVEMENT 0.295 Left CANYON DR, SW 0.333 Left FOREST AVE, SW 0.400 Left GLACIER AVE, SW 0.467 Center HIGHLAND AVE, SW 0.518 Right INDIAN AVE, SW 0.535 Left INDIAN AVE, SW 0.562 Right JUNIPER AVE, SW 0.602 Left JUNIPER AVE, SW 0.651 Right KALAMA AVE, SW 0.670 Left KALAMA AVE, SW 0.736 Left LAVA AVE, SW 0.741 Right LAVA AVE, SW 0.815 Left METOLIUS AVE, SW 0.981 Center OBSIDIAN AVE, SW 1.108 Left PUMICE AVE, SW 1.234 Center QUARTZ AVE, SW 02391 NW 15TH ST 0.000 Center ANTLER AVE, W 0.260 Center 17TH ST, NW 0.343 Right NO NAME 0.368 Center FIR AVE, NW 0.547 Center END (S OF IVY AVE) 0.632 Center JACKPINE AVE, NW 1.250 Center CANYON DR, NW 1.305 Right POLAR AVE, NW 1.428 Center QUINCE AVE, NW 1.678 Center SPRUCE AVE, NW 1.818 Center END 03474 15TH ST 0.998 Center REED MARKET RD 1.205 Left TWIN LAKES LP 1.322 Left WEST VIEW DR 1.447 Left DESERT WOODS DR 1.569 Left KING HEZEKIAH WAY 1.724 Left FERGUSON RD 1.732 Right NOTTINGHAM SQUARE ENTRANCE 1.945 Left CLOE LN 1.973 Center CANAL BRIDGE 3.008 Center KNOTT RD 06050 SW 15TH ST 0.000 Center ANTLER AVE, W 0.150 Center END 08314 NW 15TH ST 0.000 Center NEWPORT AVE 0.720 Center END Page 7 DCRD Report 2016 Sorted Alphabetically 3/10/2016 Road# Dir Name Mile Side Description 08315 SW 15TH ST 0.000 Center COMMERCE AVE, NW 0.250 Center END 09228 SE 15TH ST 0.000 Center BEAR CREEK RD, NE 0.100 Left RAMSAY RD, SE 0.213 Left VIRGINIA RD, SE 0.302 Left RIVIERA DR, SE 0.372 Left TEMPEST DR, SE 0.497 Right WILSON AVE, SE 0.660 Right LOSTINE CIR, SE 0.742 Left BRONZEWOOD AVE, SE 0.998 Center REED MARKET RD 09890 NE 15TH ST 0.000 Left BEGIN 0.064 Left END 06621 NW 16TH CT 0.000 Left BEGIN 0.036 Left END 06542 NW 16TH PL 0.000 Left BEGIN 0.078 Left END 02279 16TH ST 0.000 Center C AVE 0.084 Center CENTRAL AVE 0.172 Center E AVE 0.261 Center F AVE 0.349 Right G AVE 0.434 Right H AVE 0.484 Center OLD END (N OF H AVE) 0.506 Right ANGUS CT 0.544 Left ANGUS LN 0.716 Center FOSS DR 0.752 Center END 02366 SW 16TH ST 0.000 Center ANTLER AVE, W 0.820 Center LAVA AVE, SW 0.893 Center METOLIUS AVE, SW 1.005 Center OBSIDIAN AVE, SW 1.131 Center PUMICE AVE, SW 1.255 Center QUARTZ AVE, SW 06051 SW 16TH ST 0.000 Center LAVA AVE, SW 0.070 Center END 06920 NW 16TH ST 0.000 Center REDWOOD AVE, NW 0.130 Center END 08296 SW 16TH ST 0.000 Center 16TH ST, NW 0.086 Center KNOLL AVE, SW 08336 SE 16TH ST 0.000 Left BEGIN 0.057 Left END 08348 NW 16TH ST 0.000 Center HARTFORD AVE, NW 0.438 Center 16TH ST, SW Page 8 DCRD Report 2016 Sorted Alphabetically 3/10/2016 Road# Dir Name Mile Side Description 02446 17TH LN 0.000 Center FOSS DR 0.220 Center ANGUS CT 02401 SW 17TH PL 0.000 Center ODEM MEDO WAY, SW 0.077 Center END 02287 NE 17TH ST 0.000 Center BEGIN GRID 2.000 Right UPAS AVE, NE 2.114 Right VARNISH
Recommended publications
  • Lunar Impact Crater Identification and Age Estimation with Chang’E
    ARTICLE https://doi.org/10.1038/s41467-020-20215-y OPEN Lunar impact crater identification and age estimation with Chang’E data by deep and transfer learning ✉ Chen Yang 1,2 , Haishi Zhao 3, Lorenzo Bruzzone4, Jon Atli Benediktsson 5, Yanchun Liang3, Bin Liu 2, ✉ ✉ Xingguo Zeng 2, Renchu Guan 3 , Chunlai Li 2 & Ziyuan Ouyang1,2 1234567890():,; Impact craters, which can be considered the lunar equivalent of fossils, are the most dominant lunar surface features and record the history of the Solar System. We address the problem of automatic crater detection and age estimation. From initially small numbers of recognized craters and dated craters, i.e., 7895 and 1411, respectively, we progressively identify new craters and estimate their ages with Chang’E data and stratigraphic information by transfer learning using deep neural networks. This results in the identification of 109,956 new craters, which is more than a dozen times greater than the initial number of recognized craters. The formation systems of 18,996 newly detected craters larger than 8 km are esti- mated. Here, a new lunar crater database for the mid- and low-latitude regions of the Moon is derived and distributed to the planetary community together with the related data analysis. 1 College of Earth Sciences, Jilin University, 130061 Changchun, China. 2 Key Laboratory of Lunar and Deep Space Exploration, National Astronomical Observatories, Chinese Academy of Sciences, 100101 Beijing, China. 3 Key Laboratory of Symbol Computation and Knowledge Engineering of Ministry of Education, College of Computer Science and Technology, Jilin University, 130012 Changchun, China. 4 Department of Information Engineering and Computer ✉ Science, University of Trento, I-38122 Trento, Italy.
    [Show full text]
  • Railway Employee Records for Colorado Volume Iii
    RAILWAY EMPLOYEE RECORDS FOR COLORADO VOLUME III By Gerald E. Sherard (2005) When Denver’s Union Station opened in 1881, it saw 88 trains a day during its gold-rush peak. When passenger trains were a popular way to travel, Union Station regularly saw sixty to eighty daily arrivals and departures and as many as a million passengers a year. Many freight trains also passed through the area. In the early 1900s, there were 2.25 million railroad workers in America. After World War II the popularity and frequency of train travel began to wane. The first railroad line to be completed in Colorado was in 1871 and was the Denver and Rio Grande Railroad line between Denver and Colorado Springs. A question we often hear is: “My father used to work for the railroad. How can I get information on Him?” Most railroad historical societies have no records on employees. Most employment records are owned today by the surviving railroad companies and the Railroad Retirement Board. For example, most such records for the Union Pacific Railroad are in storage in Hutchinson, Kansas salt mines, off limits to all but the lawyers. The Union Pacific currently declines to help with former employee genealogy requests. However, if you are looking for railroad employee records for early Colorado railroads, you may have some success. The Colorado Railroad Museum Library currently has 11,368 employee personnel records. These Colorado employee records are primarily for the following railroads which are not longer operating. Atchison, Topeka & Santa Fe Railroad (AT&SF) Atchison, Topeka and Santa Fe Railroad employee records of employment are recorded in a bound ledger book (record number 736) and box numbers 766 and 1287 for the years 1883 through 1939 for the joint line from Denver to Pueblo.
    [Show full text]
  • Oregon Historic Trails Report Book (1998)
    i ,' o () (\ ô OnBcox HrsroRrc Tnans Rpponr ô o o o. o o o o (--) -,J arJ-- ö o {" , ã. |¡ t I o t o I I r- L L L L L (- Presented by the Oregon Trails Coordinating Council L , May,I998 U (- Compiled by Karen Bassett, Jim Renner, and Joyce White. Copyright @ 1998 Oregon Trails Coordinating Council Salem, Oregon All rights reserved. No part of this document may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopying, recording, or any information storage or retrieval system, without permission in writing from the publisher. Printed in the United States of America. Oregon Historic Trails Report Table of Contents Executive summary 1 Project history 3 Introduction to Oregon's Historic Trails 7 Oregon's National Historic Trails 11 Lewis and Clark National Historic Trail I3 Oregon National Historic Trail. 27 Applegate National Historic Trail .41 Nez Perce National Historic Trail .63 Oregon's Historic Trails 75 Klamath Trail, 19th Century 17 Jedediah Smith Route, 1828 81 Nathaniel Wyeth Route, t83211834 99 Benjamin Bonneville Route, 1 833/1 834 .. 115 Ewing Young Route, 1834/1837 .. t29 V/hitman Mission Route, 184l-1847 . .. t4t Upper Columbia River Route, 1841-1851 .. 167 John Fremont Route, 1843 .. 183 Meek Cutoff, 1845 .. 199 Cutoff to the Barlow Road, 1848-1884 217 Free Emigrant Road, 1853 225 Santiam Wagon Road, 1865-1939 233 General recommendations . 241 Product development guidelines 243 Acknowledgements 241 Lewis & Clark OREGON National Historic Trail, 1804-1806 I I t . .....¡.. ,r la RivaÌ ï L (t ¡ ...--."f Pðiräldton r,i " 'f Route description I (_-- tt |".
    [Show full text]
  • 2017 ANNUAL REPORT 2017 Annual Report Table of Contents the Michael J
    Roadmaps for Progress 2017 ANNUAL REPORT 2017 Annual Report Table of Contents The Michael J. Fox Foundation is dedicated to finding a cure for 2 A Note from Michael Parkinson’s disease through an 4 Annual Letter from the CEO and the Co-Founder aggressively funded research agenda 6 Roadmaps for Progress and to ensuring the development of 8 2017 in Photos improved therapies for those living 10 2017 Donor Listing 16 Legacy Circle with Parkinson’s today. 18 Industry Partners 26 Corporate Gifts 32 Tributees 36 Recurring Gifts 39 Team Fox 40 Team Fox Lifetime MVPs 46 The MJFF Signature Series 47 Team Fox in Photos 48 Financial Highlights 54 Credits 55 Boards and Councils Milestone Markers Throughout the book, look for stories of some of the dedicated Michael J. Fox Foundation community members whose generosity and collaboration are moving us forward. 1 The Michael J. Fox Foundation 2017 Annual Report “What matters most isn’t getting diagnosed with Parkinson’s, it’s A Note from what you do next. Michael J. Fox The choices we make after we’re diagnosed Dear Friend, can open doors to One of the great gifts of my life is that I've been in a position to take my experience with Parkinson's and combine it with the perspectives and expertise of others to accelerate possibilities you’d improved treatments and a cure. never imagine.’’ In 2017, thanks to your generosity and fierce belief in our shared mission, we moved closer to this goal than ever before. For helping us put breakthroughs within reach — thank you.
    [Show full text]
  • Information to Users
    INFORMATION TO USERS This manuscript has been reproduced from the microfilm master. UMI films the text directly from the original or copy submitted. Thus, some thesis and dissertation copies are in typewriter face, while others may be from any type of computer printer. The quality of this reproduction is dependent upon the quality of the copy submitted. Broken or indistinct print, colored or poor quality illustrations and photographs, print bleedthrough, substandard margins, and improper alignment can adversely affect reproduction. In the unlikely event that the author did not send UMI a complete manuscript and there are missing pages, these will be noted. Also, if unauthorized copyright material had to be removed, a note will indicate the deletion. Oversize materials (e.g., maps, drawings, charts) are reproduced by sectioning the original, beginning at the upper left-hand corner and continuing from left to right in equal sections with small overlaps. Each original is also photographed in one exposure and is included in reduced form at the back of the book. Photographs included in the original manuscript have been reproduced xerographically in this copy. Higher quality 6" x 9" black and white photographic prints are available for any photographs or illustrations appearing in this copy for an additional charge. Contact UMI directly to order. University M crct. rrs it'terrjt onai A Be" 4 Howe1 ir”?r'"a! Cor"ear-, J00 Norte CeeD Road App Artjor mi 4 6 ‘Og ' 346 USA 3 13 761-4’00 600 sC -0600 Order Number 9238197 Selected literary letters of Sophia Peabody Hawthorne, 1842-1853 Hurst, Nancy Luanne Jenkins, Ph.D.
    [Show full text]
  • No. 40. the System of Lunar Craters, Quadrant Ii Alice P
    NO. 40. THE SYSTEM OF LUNAR CRATERS, QUADRANT II by D. W. G. ARTHUR, ALICE P. AGNIERAY, RUTH A. HORVATH ,tl l C.A. WOOD AND C. R. CHAPMAN \_9 (_ /_) March 14, 1964 ABSTRACT The designation, diameter, position, central-peak information, and state of completeness arc listed for each discernible crater in the second lunar quadrant with a diameter exceeding 3.5 km. The catalog contains more than 2,000 items and is illustrated by a map in 11 sections. his Communication is the second part of The However, since we also have suppressed many Greek System of Lunar Craters, which is a catalog in letters used by these authorities, there was need for four parts of all craters recognizable with reasonable some care in the incorporation of new letters to certainty on photographs and having diameters avoid confusion. Accordingly, the Greek letters greater than 3.5 kilometers. Thus it is a continua- added by us are always different from those that tion of Comm. LPL No. 30 of September 1963. The have been suppressed. Observers who wish may use format is the same except for some minor changes the omitted symbols of Blagg and Miiller without to improve clarity and legibility. The information in fear of ambiguity. the text of Comm. LPL No. 30 therefore applies to The photographic coverage of the second quad- this Communication also. rant is by no means uniform in quality, and certain Some of the minor changes mentioned above phases are not well represented. Thus for small cra- have been introduced because of the particular ters in certain longitudes there are no good determi- nature of the second lunar quadrant, most of which nations of the diameters, and our values are little is covered by the dark areas Mare Imbrium and better than rough estimates.
    [Show full text]
  • Timing of In-Water Work to Protect Fish and Wildlife Resources
    OREGON GUIDELINES FOR TIMING OF IN-WATER WORK TO PROTECT FISH AND WILDLIFE RESOURCES June, 2008 Purpose of Guidelines - The Oregon Department of Fish and Wildlife, (ODFW), “The guidelines are to assist under its authority to manage Oregon’s fish and wildlife resources has updated the following guidelines for timing of in-water work. The guidelines are to assist the the public in minimizing public in minimizing potential impacts to important fish, wildlife and habitat potential impacts...”. resources. Developing the Guidelines - The guidelines are based on ODFW district fish “The guidelines are based biologists’ recommendations. Primary considerations were given to important fish species including anadromous and other game fish and threatened, endangered, or on ODFW district fish sensitive species (coded list of species included in the guidelines). Time periods were biologists’ established to avoid the vulnerable life stages of these fish including migration, recommendations”. spawning and rearing. The preferred work period applies to the listed streams, unlisted upstream tributaries, and associated reservoirs and lakes. Using the Guidelines - These guidelines provide the public a way of planning in-water “These guidelines provide work during periods of time that would have the least impact on important fish, wildlife, and habitat resources. ODFW will use the guidelines as a basis for the public a way of planning commenting on planning and regulatory processes. There are some circumstances where in-water work during it may be appropriate to perform in-water work outside of the preferred work period periods of time that would indicated in the guidelines. ODFW, on a project by project basis, may consider variations in climate, location, and category of work that would allow more specific have the least impact on in-water work timing recommendations.
    [Show full text]
  • 2016 Central Oregon Dressage Classic I & II
    EAGLE CREST RESORT, T: (877)790-6271 1522 Cline Falls Road, Redmond, Oregon 97756 2016 Central Oregon Dressage Classic I & II Exclusive Lodging Discounts Lodging discounts at our family friendly Resort in the heart of Central Oregon. Save big and stay comfortable at Eagle Crest! Variety of lodg- ing options available: Lodge Rooms start at just $139 per night for two queen beds Vacation Rentals with full kitchens and laundry from $229 nightly Just a few miles north of Juniper View Farm (65874 Cline Falls Rd.) This full-service 1,700 acre destination Resort has a great central location, just five minutes north of this year’s event location, Juniper View Farm. Guests can choose between two 18-hole championship par 72 golf courses, an 18- hole par 63 challenge course, or the all natural 18-hole putting course. Other amenities include a health spa, three sports centers with fitness rooms, indoor and outdoor tennis and sport courts, swimming pools, hot tubs, and an equestrian center. Choose between the Lodge or Vacation Rentals with full kitchens. HOTEL DETAILS LOCAL ATTRACTIONS Beautifully Renovated in 2012 Redmond Airport (RDM) Family Friendly Activity Schedule Downtown Redmond Balcony Suites & Pet Friendly Mt. Bachelor Ski Area Complimentary Wireless Internet Deschutes County Expo Center Variety of On-Site Restaurants Smith Rock State Park Indoor/Outdoor Pools Deschutes River Access Multiple Fitness & Activity Centers Multiple On-Site Restaurants Three Golf Courses Equestrian Center & Stables CONTACT DETAILS For more details or further assistance, contact: Eagle Crest Reservations, (877)790-6271 TERMS & CONDITIONS: Certain conditions apply, must mention “Dressage Classic” prior to booking in order to receive discounts.
    [Show full text]
  • University Microfilms International T U T T L E , V Ir G in Ia G R a C E
    INFORMATION TO USERS This was produced from a copy of a document sent to us for microfilming. While the most advanced technological means to photograph and reproduce this document have been used, the quality is heavily dependent upon the quality of the material subm itted. The following explanation of techniques is provided to help you understand markings or notations which may appear on this reproduction. 1. The sign or “target” for pages apparently lacking from the document photographed is “Missing Page(s)”. If it was possible to obtain the missing page(s) or section, they are spliced into the film along with adjacent pages. This may have necessitated cutting through an image and duplicating adjacent pages to assure you of complete continuity. 2. When an image on the film is obliterated with a round black mark it is an indication that the film inspector noticed either blurred copy because of movement during exposure, or duplicate copy. Unless we meant to delete copyrighted materials that should not have been filmed, you will find a good image of the page in the adjacent frame. 3. When a map, drawing or chart, etc., is part of the material being photo­ graphed the photographer has followed a definite method in “sectioning” the material. It is customary to begin filming at the upper left hand corner of a large sheet and to continue from left to right in equal sections with small overlaps. If necessary, sectioning is continued again-beginning below the first row and continuing on until complete. 4. For any illustrations that cannot be reproduced satisfactorily by xerography, photographic prints can be purchased at additional cost and tipped into your xerographic copy.
    [Show full text]
  • Deschutes County General Reports
    l SUMMARY OF FIELD PROJECTS FO~ SUMMER., 1963 '.N. V. Peterson Bend - Volcanic features project May 201 21 - Reconnaissance of the area with others from DOOAMI and members of the Astro-geology division of the U. s. (2 days) Geological Survey. June 31 4,1 . 5. (tentative) - Complete surface map of the Derriek Cave­ this should complete our part of this project unless North American Aviation requires further assistance with their (3 days) special studies. JUM1 Jp.k1 August, Sept.ember-ProJect - Maar/Tuff Ring_. South Central Oregon. Will hope to complete a reconnaissance of the remainder of the Ft. Rock, Christmas Lake vallElS a.nd extend to include the a.rea bounded by Summer Lake, ibert Lake. and Alkali Lake. Will also do selected studies on individual landformo. Will also hope to continue the reconnaissance of the ?onna, Sprague River, Klamath Falls areas to show distribution ot turf ring features there. Will also ' spend some tine in the Lakeview area to revisit Drum Hill and Elder Creek occurrences to map the extent of explosion tuffs and do enough detail to cl.a eify them. I would also like to visit the Rabbit and Coyote Hills to eee if there is aey trace of mineralization in the explosion (30 days) tuffs there. JW, AHf'iW't - Camas Valley., Tyee quadrangle study for Geologic Map series Will work with Dr . E. M. Baldwin mainly in the Camas Valley area to delineate the pre-Tertiary/Tertiary contact and work (2 weeks) out division of the Umpqua formation. Miscellaneous While in the Lakeview area will check on potential mineral develop­ mnt att White King., Lucky Lase., Quartz Mountain Cinnabar, Alkali Lake Sa.lines, and Trerma.l Power project in the Warner Valley.
    [Show full text]
  • COURT of CLAIMS of THE
    REPORTS OF Cases Argued and Determined IN THE COURT of CLAIMS OF THE STATE OF ILLINOIS VOLUME 39 Containing cases in which opinions were filed and orders of dismissal entered, without opinion for: Fiscal Year 1987 - July 1, 1986-June 30, 1987 SPRINGFIELD, ILLINOIS 1988 (Printed by authority of the State of Illinois) (65655--300-7/88) PREFACE The opinions of the Court of Claims reported herein are published by authority of the provisions of Section 18 of the Court of Claims Act, Ill. Rev. Stat. 1987, ch. 37, par. 439.1 et seq. The Court of Claims has exclusive jurisdiction to hear and determine the following matters: (a) all claims against the State of Illinois founded upon any law of the State, or upon an regulation thereunder by an executive or administrative ofgcer or agency, other than claims arising under the Workers’ Compensation Act or the Workers’ Occupational Diseases Act, or claims for certain expenses in civil litigation, (b) all claims against the State founded upon any contract entered into with the State, (c) all claims against the State for time unjustly served in prisons of this State where the persons imprisoned shall receive a pardon from the Governor stating that such pardon is issued on the grounds of innocence of the crime for which they were imprisoned, (d) all claims against the State in cases sounding in tort, (e) all claims for recoupment made by the State against any Claimant, (f) certain claims to compel replacement of a lost or destroyed State warrant, (g) certain claims based on torts by escaped inmates of State institutions, (h) certain representation and indemnification cases, (i) all claims pursuant to the Law Enforcement Officers, Civil Defense Workers, Civil Air Patrol Members, Paramedics and Firemen Compensation Act, (j) all claims pursuant to the Illinois National Guardsman’s and Naval Militiaman’s Compensation Act, and (k) all claims pursuant to the Crime Victims Compensation Act.
    [Show full text]
  • DMAAC – February 1973
    LUNAR TOPOGRAPHIC ORTHOPHOTOMAP (LTO) AND LUNAR ORTHOPHOTMAP (LO) SERIES (Published by DMATC) Lunar Topographic Orthophotmaps and Lunar Orthophotomaps Scale: 1:250,000 Projection: Transverse Mercator Sheet Size: 25.5”x 26.5” The Lunar Topographic Orthophotmaps and Lunar Orthophotomaps Series are the first comprehensive and continuous mapping to be accomplished from Apollo Mission 15-17 mapping photographs. This series is also the first major effort to apply recent advances in orthophotography to lunar mapping. Presently developed maps of this series were designed to support initial lunar scientific investigations primarily employing results of Apollo Mission 15-17 data. Individual maps of this series cover 4 degrees of lunar latitude and 5 degrees of lunar longitude consisting of 1/16 of the area of a 1:1,000,000 scale Lunar Astronautical Chart (LAC) (Section 4.2.1). Their apha-numeric identification (example – LTO38B1) consists of the designator LTO for topographic orthophoto editions or LO for orthophoto editions followed by the LAC number in which they fall, followed by an A, B, C or D designator defining the pertinent LAC quadrant and a 1, 2, 3, or 4 designator defining the specific sub-quadrant actually covered. The following designation (250) identifies the sheets as being at 1:250,000 scale. The LTO editions display 100-meter contours, 50-meter supplemental contours and spot elevations in a red overprint to the base, which is lithographed in black and white. LO editions are identical except that all relief information is omitted and selenographic graticule is restricted to border ticks, presenting an umencumbered view of lunar features imaged by the photographic base.
    [Show full text]