Distance of the nearest point of the improvements to the buffer edge and to the 12-ft. primary structure setback.
The parcel starts descending at 6000’ feet, the temperature at this height is 50.1 F, and is above the original LCL. The new LCL is at 6000’ feet as the parcel is starting its descent down the lee side of the mountain. The mixing ration to start to movement up the mountain was approx 18.9 g/kg and the descent capacity is approx 7.6 g/kg.
At first I did not not feel very confident when trying to answer this question because I could not remember the method involved when converting scale. I was able to interpret the question and I understood what it required; however, I could not recall the process involved in reaching the answer. After trying a few different methods and giving it some thought, I remembered what to do. I had learnt how to answer these questions in high school geography and I still had the knowledge, but I just had to go through the process of recalling it. So, the method I used to solve the problem was to write out the scale used in the diagram as a ratio, simplify it and then convert it to a written statement. Thus, I was unsure about how to answer this question
If they do not, but are within the acceptable margin of error of ±20√4=±40’’, each angle is corrected to create a sum of 360˚. For this project, the angles added to 360˚ 00’ 10’’. After each angle is corrected, angle 412 is 78˚31’03’’, angle 123 is 99˚01’23’’, angle 234 is 92˚32’21’’, and angle 341 is 89˚53’13’’. After using the Total Station, the Auto level is used to measure the elevations of each point. The known elevation outside of Powell is 380’. The Auto level is placed between each point to measure the backsight and foresight. Once all the points are measured, all the backsights and foresights can be measured with the difference taken to find the error. With this project, the error was -0.128’. Next, the pacing between each point must be taken to find the correction for each elevation with the equation, (distance from known elevation/total level network distance) X total error. The total pacing for the project is 235 steps with a pace of 2.31 feet per step. After the corrections, point 4 is 379.384’, point 3 is 378.182’, point 2 is 379.093’, and point 1 is 379.645’. A transit is used to find the true north from the magnetic
The following report is phase 3 of the Tanglewood recruitment process consultation. The following report has six sections the first of which is a recruitment guide for store associates this can also be used as a template for other roles at Tanglewood. It also includes an analysis of methods of Tanglewood’s recruitment and acknowledges them as either open or targeted recruitment strategies. The next section includes an analysis of appendix B in the Tanglewood case book. The report also addresses the Northern Oregon Division’s concerns about referral programs. It also addresses the concerns of the Tanglewood top management about the recruitment method metrics. The last section discusses the pro’s and con’s of the targeted, realistic and
America’s criminal justice system is on the right path when it pertains to juveniles. Minors are a special case and should be treated as such in the justice system. Every child differs on a case by case basis, but parents usually have more control over their children’s lives than the child does. I do not believe either minor should be sentenced to jail time or charged as adults in the Slenderman case because they were not responsible for their actions. Considering their backgrounds, I do not believe Morgan Geyser or Anissa Weier would voluntarily kill a classmate to be with Slenderman had a sound mind. Our juvenile justice system is attempting to make an example of these girls and it is a mistake. This paper would be different if Payton Leutner
When we modernize roads in the future, people will not be able to see much change. In fact, aside from widening some criminally narrow roads, and maybe a few additional routes where appropriate; before and after pictures will likely be pretty much identical.
The project heads in a northeast direction beginning at the intersection with County Highway M (station 1+00) and ending at the designated end of project (station 78+69.31). A new horizontal and vertical alignment were designed based on a design speed of 55 mph and a superelevation rate of 6%. The calculated minimum radius for each of the three curves designed was 1065 feet. The new design for the roadway meets the maximum grade restriction of 5% for a rural arterial. The stopping sight distance requirements calculated
As I enter the crime sense I notices a right-handed hand print on the wall. There was a mop and bucket on over in the other side of the room and the floor was soaked so we could see the footprints on the floor. As I looked more carefully I could see that there were three different types of footprints. Footprint “y” goes from the mop and bucket to behind the cash register. Footprint “a” leads the kitchen and footprint “x” comes from the wall and it looks like he had stopped because there are prints that are right beside each other and then he starts moving again. Another thing that caught my eye was the placement silverware B and D has the silverware on the right side and C has it on the left. Something else that I see is that the cash register is left wide open. If you add the recites of B, C, and D they add up to the $8.75.