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Quadrant Business Park / Koll Center North Creek - 1992-1993 Summary Report I I I. I I- I I I I I I I I I I I I I I AMBIENT AIR QUALITY 'AND METEOROLOGICAL MONITORING STUDY - 1992 -1993 SUMMARY REPORT. - QUADRANT BUSINESS PARK , KOLLCENTERNORTHCREEK Bothell,Washington · . May 1993 Monitoring Dispersion Modeling PSO Permitting EIS . AJR QUAUTY CONSULT1NG SERVICES 18115 NE 197th Place . Woodinville, Washington' 98072 (206) 788-6431 _ ....---;7 QUADRANT A Weyerhaeuser Company June 17, 1993 Mr. Gordon Erickson Director Department of Planning & Community Development CITY OF BOrnELL 18305 - 101st Avenue N.E. Bothell, W A 98011 RECEIVED COM. DEV. JUN 1 8 1993 TIME BY Quadrant Plaza, Suite 500 N.[ 8th at 112th P.O. Box 130 Bellevue, Washington 98009 Tel (206)455.2900 Fax (2061646.8300 RE: 1992-93 Air Quality Monitoring Report Dear Gordon: Enclosed are two copies of the 1992-93 Ambient Air Quality and Meteorological Monitoring Study of the North Creek Valley. This is submitted in accordance with the Approval Conditions for the Quadrant and Koll Business Parks. Should there be any questions, please advise. Sincerely, THE QUADRANT CORPORATION rA~ Weld, Ginger Wesley, CPM Property Manager GFS:ri Enclosure cc Jim Mueller, The Koll Company I I I I I I I I I I I I I I I I I I I ~'. ~ QUADRANT BUSINESS PARK-BOTHELL/KOLL CENTER NORTHCREEK 1992 - 1993 AMBIENT AIR QUALITY AND METEOROLOGICAL MONITORING STUDY SUMMARY REPORT Prepared For: The Quadrant Corporation And The Koll Company Bellevue, Washington Prepared By: Walter J. Russell AIR QUALITY CONSULTING SERVICES 18115 N.E. 197TH Place Woodinville, Washington 98072 (206)-788-3647 May 1993 AQCS I I I I I I I I I I I I I I I I I I I AQCS TABLE OF CONTENTS section Page 1.0 INTRODUCTION . . . . 1- 1 . . . . . . . . . . . . . . . . . 2.0 SELECTION AND LOCATION OF MONITORING EQUIPMENT 2- 1 2.1 Selection of Monitoring Equipment 2- 1 2.1.1 Carbon Monoxide Analyzer . 2- 1 2.1.2 Meteorological Equipment . 2- 2 2.2 Location of Monitoring Equipment 2- 3 3.0 MONITORING SCHEDULE AND PROCEDURES 3- 1 3.1 Operating Schedule . . . 3- 1 3.2 Operating Procedures . . 3- 1 3.3 Data Reduction Procedures 3- 1 4.0 QUALITY CONTROL AND QUALITY ASSURANCE . . . . . . . . 4- 1 5.0 RESULTS . . . . . . . . 5- 1 5.1 Carbon Monoxide. . 5.2 Meteorological Data 5- 1 5- 4 6.0 REFERENCES . . . . . . . . . . 6- 1 . . . . . . . . . . . . APPENDIX A - CO Span Gas Cylinder certification Documentation APPENDIX B - site Logs APPENDIX C - Carbon Monoxide 8-Hour Running Averages APPENDIX D - Carbon Monoxide 1-hour Averages APPENDIX E - Monthly Wind Direction Summaries APPENDIX F - Monthly Wind Speed Summaries APPENDIX G - Stability Wind Rose APPENDIX H - Monthly Pasquill-Gifford Stability Class Summaries APPENDIX I - Monthly Sigma-Theta Summaries ii I I I Table I Table 5-1 Table 5-2 I Table 5-3 I Table 5-4 I I I I I I I I I I I I I AQCS LIST OF TABLES Page Distribution of 8-Hour Average CO Levels Distribution of 1-Hour Average CO Levels Impaired Air Quality Periods Declared and Corresponding Maximum CO Levels ... 5- 2 5- 3 5- 5 stability Class Frequency Of Occurrence 5-10 iii I I I I I I I I I I I I I I I I I I I AQCS Figure Figure 2-1 Figure 2-2 Figure 5-1 LIST OF l!'IGURES Monitoring Equipment Schematic Carbon Monoxide Monitoring Location 1992 - 1993 Wind Rose (All Stability Classes) iv page 2- 3 2- 5 5- 7 : I I I I I I I I I I I I I I I I I I I AQCS 1.0 INTRODUCTION The Quadrant Corporation is constructing a business park complex on an area southeast of Interstate 405 and N.E. 195th street in Bothell, Washington. Condition 25 of the city of Bothell permit stipulates that, prior to construction of the first buildings, the Quadrant Corporation perform ambient air quality and meteorological monitoring in order to characterize the air quality and meteorological conditions at the site. Condition 26 of the City of Bothell permit, stipulates that the ambient air quality and meteorological monitoring be conducted on an annual basis until the expiration of two years, or two monitoring periods, whichever occurs later, from completion of all buildings to be constructed on the site. The Koll Company is constructing a business park on the north side of N. E. 195th street (immediately north of the Quadrant project) and is similarly required by their city of Bothell permit condition 13 to conduct annual air quality monitoring. In response to the permit requirements, the Quadrant Corporation contracted with AIR QUALITY CONSULTING SERVICES of Woodinville, Washington to conduct seasonal air quality and meteorological monitoring at the site location. This report presents the results of the 1992 - 1993 monitoring period study conducted to satisfy the continuing annual monitoring requirement for both the Quadrant and the Koll projects. The 1992 - 1993 monitoring period is the ninth consecutive seasonal monitoring program to be completed. The major air quality impact associated with the Quadrant and Ko11 projects is the emission of carbon monoxide (CO) generated by local vehicle traffic. Therefore, the on-site air quality monitoring program focuses on the continuous measurement of the ambient CO levels in the vicinity of the two project sites. 1- 1 I I I I I I I I I I I I I I I I I I I AQCS Each seasonal co monitoring program is supported by continuous measurement of wind speed, wind direction, atmospheric stability. Atmospheric stability is calculated measurements of sigma-theta (the standard deviation of horizontal wind direction fluctuation) and the measured speed. the and from the wind The overall results of the monitoring program indicate that the current levels of CO in the vicinity of the project sites are well below the I-hour and the 8-hour ambient air quality standards of 35 parts per million (ppm) and 9 ppm, respectively. The highest I-hour average CO value recorded at the monitoring site was 9.8 ppm and occurred on December 4, 1992 between the hours of 9 and 10 AM. The highest 8-hour average recorded was 3.6 ppm and occurred on the night of February 5, 1993 between the hours of 10 and 12 PM. The following sections of this report discuss the equipment and methodology used in conducting the ambient monitoring and presents a summary of the results. 1- 2 I I I I I I I I I I I I I I I I I I I AQCS 2.0 SELECTION AND LOCATION OF MONITORING EQUIPMENT 2.1 Selection of Monitoring Equipment The on-site data logger receives signal data from each sensor and automatically processes the data into one hour averages (or shorter periods if desired). Sigma-theta calculations are also made internally in the data logger using approved EPA calculation techniques. The data logger allows data to be stored on-site by two methods; namely, the data logger and the strip chart recorders. This type of system allows for redundant data collection should the data logger fail for any reason. 2.1.1 Carbon Monoxide Analyzer The carbon monoxide analyzer selected for use in this study is the Thermo-Electron Model 48 Gas Filter Correlation CO Analyzer. The TECO Model 48 is a microprocessor based, range selectable, automatic pressure and temperature compensating, continuous gas analyzer highly specific to CO. The gas filter correlation method is recognized by the EPA as the reference method for measurement of CO when the instrument is operated on the 0 to 50 part per million (ppm) range and with a time constant of 30 seconds (RFCA 0981-054). A particulate filter is attached to the sample inlet line to remove airborne particulate matter. In support of the TECO Model 48 operations are gas cylinders containing known and certified concentrations of CO. All of the test gases used are traceable to National Institute for Standards and Testing (NIST) Standard Reference Materials (SRM). The certification documentation of the span gas cylinder analyses are contained in Appendix A of this report. CO free air is generated by passing ambient air through a Beckman CO scrubber (Part Number 638486). Teflon tubing, non-reactive to CO, is used to supply outside (ambient) air to the CO analyzer. 2- 1 I I I I I I I I I I I I I I I I I I I AQCS Ambient co data was continuously recorded on a scale of 0 to 50 ppm by the Odessa data logger and a Chino multipoint chart recorder operated at a speed of 25 millimeters per hour. A schematic diagram of the monitoring equipment used in this study is presented in Figure 2-1. 2.1.2 Meteorological Equipment The meteorological equipment used in this study consists of Qualimetrics micro-response wind direction and wind speed sensors and their related support equipment. The sensors have a low starting threshold (0.5 miles per hour) and meet the strict operating requirements of the federal Prevention of Significant Deterioration (PSD) monitoring regulations. The wind speed and direction sensor array was mounted at the top of a 10-meter tower. wind speed and direction data were also continuously recorded by the on-site data logger as well as a two-pen Chino potentiometric chart recorder which operated at a chart speed of 25 millimeters per hour. Wind speed was recorded on a scale of 0 to 100 miles per hour. The wind direction scale was 0 to 540 degrees (0 to 360 degrees then again to 180 degrees on the chart). This technique is commonly used to avoid wide pen fluctuations on the chart recorder when the wind direction fluctuates around true north (between 359 degrees and 1 degree). Sigma-theta (the horizontal fluctuation of wind direction), for use in the determination of atmospheric stability class, was calculated from the wind direction signal input to the on-site Odessa data logger. The sigma-theta value, in degrees, was stored in the data logger for subsequent retrieval. 2- 2 I I I I I I I I I I I I I I I I I I I AQCS 2.1.3 Location Of Monitoring Equipment The 1992 - 1993 monitoring was conducted at the southeast corner of the N.E. 195th street and North Creek Parkway intersection on the Quadrant Business Park site (see Figure 2-2) in the same location where the previous monitoring was conducted. The CO inlet probe was located about 40 feet south of 195th street on the northwest corner of the monitoring trailer. The "candy cane" shaped CO probe was sited about 30 inches above the roof of the trailer and about 18 inches horizontally from the trailer wall. The meteorological sensor array was located atop the 10-meter tower fixed to the northwest corner of the monitoring trailer. Ten meters is the standard reference height for the measurement of meteorological parameters, especially when sigma-theta is being measured. The air flow around the meteorological sensors and CO inlet probe was unrestricted. The TECO Model 48 CO were located inside trailer. analyzer and all recording instrumentation the thermostatically controlled on-site 2- 4 I. I I I I I I I I I I I I I I I I I I AQCS 3.0 MONITORING SCHEDULE AND PROCEDURES 3.1 operating Schedule Monitoring operations at the site were continuous throughout the so-called "CO season" which historically occurs in this region during the winter months. Actual monitoring was conducted over the period from November 15, 1992 through February 15, 1993. Carbon monoxide and meteorological measurements were made on a continuous basis 24 hours per day throughout the period. 3.2 Operating Procedures Routine site operations consisted of weekly and often twice weekly visits to the monitoring site to check the operation of the monitoring equipment. The routine site checking procedures and support functions routinely performed are listed on a "Site Visit Activity Log" presented in Appendix B of this report. On a routine schedule an AQCS site technician would perform a level-1 zero and span check on the CO analyzer. During each visit the site technician recorded the current date and time on each strip chart and completed the site Visit Activity Log. 3.3 Data Reduction Procedures Strip chart data reduction tasks were not performed unless digital data was not collected by the on-site data logger. Data for all measured parameters was digitized directly into one-hour averages by the on-site data logger with the exception of the data for February 7, 1993 which was manually reduced and included in the database. For sigma-theta, the wind direction data collected was converted into 15-minute averages, as per EPA guidelines (EPA 1987), by the on-site data logger. The one-hour average sigma-theta values were then calculated from the four 15-minute sigma-theta values using the method recommended in the "On-Site Meteorological 3- 1 I I I I I I I I I I I I I I I I I I I AQCS Program Guidance for Regulatory Modeling Applications" (EPA 1987). Calculation of atmospheric stability performed using the technique also guidelines. class was presented subsequently in the EPA 3- 2 I I I I I I I I I I I I I I I I I I I AQCS 4.0 QUALITY CONTROL AND QUALITY ASSURANCE In order to ensure that the monitoring data was being collected in a consistent and proper manner, the following procedures were developed and implemented during the monitoring study as a quality control and quality assurance plan: 1. the "site Visit Activity Log" was completed for each visit; 2. date and time marks were noted on strip charts; 3. only certified and traceable span gases were used for CO analyzer calibrations and level-1 span checks; 4. level-1 span checks were made on a routine schedule but not less than once every two weeks using a known CO span gas and the data recorded on the zero and span logs; 5. precision checks, challenging the analyzer with a known CO value of about 20 percent of scale, were performed on a routine schedule; 6. the percent difference of the span values was calculated in order to evaluate operation of the CO analyzer; 7. scheduled 4-point calibrations on the CO analyzer were made three times during the monitoring period (at the initiation and termination of the monitoring program, and at the mid-point of the monitoring period); 8. the contents of the individual co span gas cylinders were certified by scott-Marrin, Inc.; 9. the bearings in the winds speed sensor were replaced and the orientation of the wind direction sensor was checked twice during the monitoring period; and 10. accuracy in the data reduction was independently assessed by AQCS by randomly checking the digitized one-hour values with the actual strip chart. The data presented in this report have been subjected to the above described quality control procedures. 4- 1 I I I I I I I I I I I I I I I I I I I AQCS 5.0 RESULTS 5.1 Carbon Monoxide Summarized data indicate that the existing levels of CO in the vicinity of the projects are well below both the 1-hour and 8- hour ambient air quality standards. The maximum 1-hour value recorded during the monitoring period was 9.8 ppm and occurred between the hours of 9 and 10 AM on December 4, 1992. The maximum 8-hour CO level at the monitoring site during the monitoring period was 3.6 ppm and occurred between the hours of 10 PM and midnight on February 5, 1993. The 1-hour CO data recovery rate for the 1992 - 1993 monitoring period was excellent (90 percent) and well above the EPA minimum of 80 percent. Minor data loss was experienced on several occasions as a result of various power interruptions to the m011;itoring trailer, a blown analyzer fuse, and routine calibration and maintenance procedures. A better representation of actual CO conditions at the site than the maximum 1-hour and 8-hour averages alone is how often high levels of CO actually do occur. Eight-hour CO concentrations in excess of 4.0 ppm did not occur this season at the project site. Table 5-1 presents a frequency distribution of the calculated 8- hour averages while Table 5-2 presents a similar representation for the 1-hour averages. As can be seen from Table 5-1, all of the 8-hour values were shown to be 4.0 ppm or below with about 99 percent being below 3.0 ppm. Overall, only about 18.0 percent of the 8-hour CO values recorded during the 1992 - 1993 monitoring period were greater than 2.0 ppm. Monthly summaries of the 8-hour and 1- hour CO averages are contained in Appendices C and D of this report, respectively. 5- 1 I I I I I I I I I I I I I I' I I I I I AQCS TABLE 5-1 DISTRIBUTION OF a-HOUR AVERAGE CO LEVELS CO CUlllu1ative CUlllu1ative Interval Total Frequency (ppm) (percent) 1992 - 1993 1992 - 1993 Greater than 0.0 1,910 100.0 Greater than 1.0 1,131 59.2 Greater than 2.0 323 18.0 Greater than 3.0 21 1.1 Greater than 4.0 0 0.0 Greater than 5.0 0 0.0 Greater than 6.0 0 0.0 Greater than 7.0 b 0.0 Greater than 8.0 0 0.0 Greater than 9.0 0 0.0 Cumulative frequency expressed as a percentage of valid CO concentrations exceeding specified level Maximum 8-hour CO Value = 3.6ppm 5- 2 I I I I I I I I I I I I I I I I I I I TABLE 5-2 OF l-HOUR AVERAGE CumUlative Total CO LEVELS cumulative Frequency (Percent) 1992 - 1993 DISTRIBUTION CO Interval (ppm) 1992....1993 Greater than 0.0 1,899 100.0 Greater than 2.0 391 20.6 Greater than 4.0 25 1.3 Greater than 7.0 5 0.3 Greater than 10.0 0 0.0 Greater than 15.0 0 0.0 Greater than 20.0 0 0.0 Greater than 25.0 0 0.0 Greater than 30.0 0 0.0 Greater than 35.0 0 0.0 Cumulative frequency expressed as.a percentage of valid CO concentrations exceeding specified level Maximum 8-hour CO Value 5- 3 AQCS I I I I I I I I I I I I I I I I I I I AQCS As can be seen from Table values were below 2.0 ppm. values exceeded 4.0 ppm. 5-2, about 80 percent Less than 2 percent of the 1-hour of the 1-hour The highest CO levels typically occur during periods of stagnant air flow when the capability of the atmosphere to disperse pollutants is minimized. The puget Sound Air Pollution Control Agency (PSAPCA) has been granted authority from the Washington State Department of Ecology (Ecology) to issue declarations of impaired air quality. Impaired air quality conditions, periods of reduced pollutant dispersal, were declared four (4) times during the monitoring period. The declarations of impaired air quality include limitations or prohibitions on the use of wood and outdoor burning, both which can be significant contributors of CO emissions. Table 5-3 lists the times and dates of the declared impaired air quality conditions as well as the corresponding maximum 8-hour CO concentration observed during those periods. 5.2 Meteorological Data Excellent data recovery rates for the meteorological parameters were achieved over the monitoring period. The data recovery rates for each measured parameter are as follows: wind speed wind direction sigma theta 100.0 percent 99.7 II 98.9 " The majority of the data lost was due to commercial power failures. However, approximately eleven (11) hours of wind direction data in February were lost due to the data not being collected on the data logger and unable to be manually reduced accurately of the strip chart. If wind direction data is not collected, sigma-theta values cannot be calculated. Similarly, 5- 4 I I I I I I I I I I I I I I I I I I I AQCS Table 5-3 Impaired Air Quality Conditions Declared and Corresponding Maximum CO Levels Duratio11 Maximum a-Hour Maximum 1-Hour CO Level (ppm) CO Level (ppm) Jan. 11, 1993 - Jan. 13, 1993 (2:30 PM) (8:30 AM) 3.4 7.4 Jan. 15, 1993 - Jan. 16, 1993 (2:30 PM) (7:00 AM) 2.3 3.2 Jan. 17, 1993 - Jan. 19, 1993 (2:30 PM) (6:00 AM) 3.4 7.6 Jan. 31, 1993 - Feb. 3, 1993 (2:30 PM) (8:30 AM) 2.4 2.8 Source: puget Sound Air Pollution Control Agency, 1993. 5- 5 I I I I I I I I I I I I I I I I I I I AQCS if wind speed or sigma-theta values are missing, then atmospheric stability values cannot be estimated. The wind rose constructed for the entire data period indicates that there is a bi-modal split (winds occurring frequently from more than one, generally opposite, directions) in the prevalent wind directions recorded at the monitoring site. The wind rose is presented in Figure 5-1. Cumulatively, winds from the south, southsoutheast, and southeast were most common during the monitoring period (occurring a total of about 31. 9 percent of the time). Winds from the north and northnorthwest were also common during the monitoring period (occurring a total about 45.1 percent of the time). Compared to previous years, the winds during the 1992 - 1993 CO season were more frequently from the northern directions. Light winds (4.0 miles per hour or less) occurred over 81 percent of the time. The highest average wind speeds were associated with winds from the south (8.2 MPH), southsoutheast (4.6 MPH), and southsouthwest (4.4 MPH) directions. Monthly summaries of wind direction are presented in Appendix E of this report. The highest hourly average wind speed recorded during the 1991- 1992 monitoring period was 25.3 miles per hour and occurred on January 20, 1992 between the hours of 11:00 AM and 12:00 noon. This wind storm is remembered as the "Inaugural Day storm." The wind direction recorded during this high wind speed period was 181 degrees (zero degrees is True North), or from the south. As evidenced by the wind frequency distributions presented in Appendix G, the occurrence of hourly average winds with speeds greater than about 19 miles per hour was infrequent (less than one percent of the time). Wind speeds over 12 miles per hour occurred about 0.9 percent of the time during the monitoring period. In contrast, hourly average wind speeds of 4 miles per hour or less occurred about 81.2 percent of the time. 5- 6 I I I I I I I I I I I I I I I I I I I AQCS Except during the passage of storm systems from the Pacific, the lowest average wind speeds generally occurred during the early morning hours with the highest average speeds occurring in the afternoon hours. Calm periods (wind speeds less than 1 mile per hour) occurred about 60.0 percent of the time. This high relative frequency of calm periods is somewhat untypical of this regions wind patterns and may indicate a deterioration of the sensor performance. Prior to the next CO season (1993 - 1994) the sensor will be checked, bearings replaced, and the instrument recalibrated. Summary tables of the wind speed statistics are presented in Appendix F of this report. Peak instantaneous wind gusts of 40 miles per hour or greater occurred on only one day during the monitoring period (the "Inaugural Day storm"). The maximum instantaneous wind gust recorded at the site was 52 miles per hour and occurred on January 20, 1993 around 11:20 AM. The associated wind direction was from the south. Winds with peak gusts in excess of 30 miles per hour occurred on several occasions. A stability wind rose data (wind frequency distribution by direction, speed, and stability class) is presented in Appendix G. This stability wind rose, prepared from the measured meteorological data (sigma-theta, wind speed and wind direction), indicated that the stable atmospheric categories (classes E and F) occurred more frequently than did the unstable categories (classes A, B, and C). This is a result of low wind speed observed at the site. In general, it is during the stable periods that pollutant dispersion can be severely restricted and, as a result, the ambient pollutant levels rise. Table 5-4 presents the frequency of occurrence for each stability class. The complete presented in summaries of stability wind rose Appendix G of this the calculated hourly frequency distribution is report while the monthly Pasquill-Gifford stability 5- 8 I I I I I I I I I I I I I I I I I I I AQCS class are presented contains the monthly values. in Appendix H. summaries of the 5- 9 Appendix I of this report measured hourly sigma-theta I I I I I I I I I I I I I I I I I I I TABLE 5-4 STABILITY CLASS FREQUENCY OF OCCURRENCE (1992 - 1993 CO Season) stability Class A - Very Unstable B - Unstable C - Slightly Unstable D - Neutral E - Slightly Stable F - Stable Total Frequency of Occurrence (Percent) Frequency Of Calm Winds (Percent) 2.4 3.7 4.9 9.1 13.4 26.5 2.9 5.6 9.3 33.2 19.6 29.4 100;0 Total may not equal sum of classes due to round-off. 5-10 AQCS I I I I I I I I I I I I I I I I I I I AQCS 6.0 REFERENCES Air Quality Consulting Services. Air Oualitv and Meteoroloaical Studv. 1984-1985 Summarv Report For Ouadrant Business Park and Koll Center Northcreek. April 1985. Air Quality Consulting Services. Air Oualitv and Meteoroloaical Studv. 1985-1986 Summarv Report For Ouadrant Business Park and Koll Center Northcreek. April 1986. Air Quality Consulting Services. Air Oualitv and Meteoroloaical Studv. 1986-1987 Summarv Report For Ouadrant Business Park and Koll Center Northcreek. April 1987. Air Quality Consulting Services. Air Oualitv and Meteoroloaical Studv. 1987-1988 Summarv Report For Ouadrant Business Park and Koll Center Northcreek. April 1988. Air Quality Consulting Services. Air Oualitv and Meteoroloaical Studv. 1988-1989 Summarv Report For Ouadrant Business Park and Koll Center Northcreek. May 1989. Air Quality Consulting Services. Air Oualitv and Meteoroloaical Studv. 1989-1990 Summarv Report For Ouadrant Business Park and Koll Center Northcreek. June 1990. Air Quality Consulting Services. Air Oualitv and Meteoroloaical Study. 1990-1991 Summarv Report For Ouadrant Business Park and Koll Center Northcreek. May 1991. Air Quality Consulting Services. Air Oualitv and Meteoroloaical Studv. 1991-1992 Summarv Report For Ouadrant Business Park and Koll Center Northcreek. May 1992. puget Sound Air Pollution Control Agency. Personal Communication with Boyd Knechtel. June 1992 U.S. Environmental Protection Agency. Guidelines On Air Oualitv Models (Revised). Office of Air and Radiation, Office of Air Quality Planning and Standards, Research Triangle Park, NC. July 1986. U.S. Environmental Protection Agency. On-site Meteoroloaical Proaram Guidance For Reaulatorv Modelina Applications. Office of Air and Radiation, Office of Air Quality Planning and Standards, Research Triangle Park, NC. June 1987. 6- 1 I I I I II I I I I I I I I I I I I I I APPENDIX A CO SPAN GAS CYLINDER CERTIFICATION DOCUMENTATION I ~ lLl ( SCOTT-MARRIN, INC. 2001 THIRD ST. . UNIT H . RIVERSIDE, CA 92507 TELEPHONE (714) 784,1240 I I I REPORT OF ANALYSIS NIST TRACEABLE GAS MIXTURES AQCS01 TO: DATE: 10/29/91 I WALTER RUSSELL AIR QUALITY CONSULTING SERVICE 18115 N.E. 197TH PLACE WOODINVILLE, WA 98702 CUSTOMER ORDER NUMBER: PO , VERBAL/WALTER PAGE 1 I I <~~~~~~~~~~~~~~~~xxxxxxx~xxxxxxxxxxxxxxxxxx> NIST TRACEABLE CYLINDER NUMBER COMPONENT CONCENTRATION (V/V) REFERENCE STANDARD I FF:LG4 Carbon Monoxide Carbon Dioxide Ultrapure Air 10.08 + 0.20 ppm 350 ppm (Unanalyzed) Balance SRM 2612 I ---------------------------------------------------------------------------------------- I I FF24999 Carbon Monoxide Carbon Dioxide Ultrapure Air 41.1 ~ 0.4 ppm 350 ppm (Unanalyzed) Balance SRM 2614a ---------------------------------------------------------------------------------------- I I I I I ppm = umole/mole , c mole-% The above analyses are traceable to the National Institute of standards and Technology by intercomparison with the reference standards listed above. Where indicated, volumetric and gravimetric reference standards are traceable thru use of our analytical balance. NIST Report No. MHAP 232.09/2 2491. I Analyst: Approved: I M.J. Monson ~~~------------ J.T. Marrin I The only liability of thi. coapauy for 9&. which fdb to COIIIply vit.h 'thia analyat. shall be replac:_nt or rMhlysla tllII~f by tile company withont extra coat. STAt\:::>ARD CALIBRATION GASES IN ALUMINUM CYLINDERS I ~ [ll [ r..... E:.~-; ,- .... ...... SCOT~MARRIN, INC. 2001 THIRD ST. . UNIT H . RIVERSIDE, CA 92507 TELEPHONE (714) 784-1240 I I I REPORT OF ANALYSIS NIST TRACEABLE GAS MIXTURES AQCS01 TO: DATE: 11/20/91 I I I WALTER RUSSELL AIR QUALITY CONSULTING SERVICE 18115 N.W. 197TH PLACE WOODINVILLE, WA 98072 CUSTOMER ORDER NUMBER: PO f PAGE 1 <><><><><><><><><><><><><><><><><><><><><><><x><><><><><><><><><><><><><><><><><><><><> NIST TRACEABLE CYLINDER NUMBER COMPONENT CONCENTRATION (v/V) REFERENCE STANDARD I FF24967 Carbon Monoxide Carbon Dioxide Ultrapure Air 19.29 ~ 0.39 ppm 350 ppm (Unana1yzed) Balance SRM 2613a I ---------------------------------------------------------------------------------------- I I I I I I I ppm = umo1e/mole % = mole-% The above analyses are traceable to the National Institute of Standards and Technology by intercomparison with the reference standards listed above. Where indicated, volumetric and gravimetric reference standards are traceable thru use of cur analytical balance. NIST Report No. MMAP 232.09/20 491. I Analyst: )7~~ ---------------------------- Approved: ~~------------ I M.J. Monson J.T. Marrin I !he olJly liability of thh cDlIplUIy for pa which fdb to COIIply with this &DAly-d. shall be nplac.-Ilt or reanalyd. thereof by the company without extra coat. STANDARD CALIBRATION GASES IN ALUMINUM CYLINDERS I I I I I I I I I I I I I I I I I I I APPENDIX B SITE LOGS I I , I I I I I I I I I I I I I I I I I TECO MODEL 48 CO ANALYZER CALIBRATrON RECORD Date: 11 hI-I"! 7.. 1/.'30 t'Jf1 fP . ~sS2l( site: ~J z~11 Time: Analyzer Ser. No.: Name: Chart recorder zero offset at ~.O % of scale. Analyzer range: D-SO Chart range: 0 -/00 ppm. Slope = (.0 %. Intercept = - o. '2. CO Gas Expected Readinqs Actual Readinqs Calc. Test Conc. DVM DSM Comp DVM DSM Comp CO Point (ppm) (vdc) (vdc) (ppm) (vdc) (vdc) (ppm) (ppm) x2 y2 (x) (y) xy 1 0.0 6,000 o .odO 0.00 C>.,,~ o . CXt.) u.oc:o 0.00 ~.o ~.O 0.0 2 10. I [<() 10 () .,.ol. 10 . ,f) O,<jf>>f{ 0./'1<1 '("'6' 'f.b" 101.0 '1;;.1 '11.'3 3 /1.3 /"(3D " .~rc. '1.3D '.~'iO 0.371{ 1'if.90 Ilr. 'Ie> "371'S '3S1.1.. 3(."'.~ 4 37.1 3.7"l0 o.?Sf 7.7- 'iO X.7lr$'" f),?SI '37- 'it'" '31. irS" II.H(..Lf II.H~r.. IL{!.&.{.s Sum "I':;' {,(,.'f 'ClI() .'-1 I '6'17 .{ ~x r..7'~ ~y (,(. . If - IC..'( = re..{. x -- = = y - - --- tf 4 tt 4 Fit equation of line bx = - b(x-x) (y -bx) bx y = a + y + = + Where Y = predicted mean response for corresponding x, b = slope of fitted line, a = intercept where line crosses the y-axis (~x) (~y) ''''7./- (1-7.?")("-.'() ~xy - - n 4 77"1''1 b = = (,-,.~) '1- = = I . 002- (~x)2 in.'- ~x2 - lilo.9 - 4- n a = y - bx = 1(,.'- - {t.oo~ (".S'') .: - b,"- . I '. II I I I I I I I I I I I I I I I TECO MODEL 48 CO ANALYZER CALIBRATION RECORD Date: J -lo~"J'3 site: ()c.tG(~( Sd;!.,) I Time: /f:'{uIfH Name: W - J;1~;( Analyzer Ser. No.: Chart recorder zero offset at k/JI;2.. % of scale. Analyzer range: (I....SO ppm. Slope = '.0 Chart range: O-,,(j.J %. Intercept = -O.O~ IO~;.... CO Gas Expected Readinqs Actual Readi11'Qs Calc. Test Conc. DVM DSM Comp DVM DSM Comp CO Point (ppm) (vdc) (vdc) (ppm) (vdc) (vdc) (ppm) (ppm) (x) (y) x2 y2 xy 1 O./J f).DO 0.0 ~.()O ().ooO o . DOC> ().ouO Cl , u:> ".U o.c) 0.0 2 kJ~ ( 1.010 .20'2. 10. If) O.'l7!"" 1.7) q.7{' 101.0 'is. I 9y;.~ 3 ,q.3 ,. '130 D.3tb f'i,1.0 '.'is,}:> I 'M t' 1 t. 9S" ~7l-. ~ 3sC(.' US',7 4 37.i 3.790 O.7sY 37.'10 ?,.7~ ~7.1If' ~7'r{' /l{~ .If I tl....1..(., I '1?'~ .;) Sum &7,:' u..~ Ift/O.c, Im,7 LX &7.3 LY (.,.~ - 'c..g 1(.'7 x - - = y - - = --- --- 4 1- 4 ~ Fit equation of line y = a + bx = Y + b(x-x) = (y -bx) + bx Where Y = predicted mean response for corresponding x, b = slope of fitted line, a = intercept where line crosses the y-axis (LX) (LY) {<gU,7 - {&'1.a.}(e.C..LJ LXY - ,7'6/2- n ~ b = = = = b,'}'} 'I (Lx)2 ("I/O. 'i - 4$':2-"1.3 ?7t',~ Lx2 - ~ - n a = y - bx = 1e..7 - (0 .C;1Q')(tC.. 'C'):; - 0 .Di~ I I I I I I I I I I I I I I I I I I I TECO MODEL 48 CO ANALYZER CALIBRATION RECORD Date: ;;2 --;'/-'13 Time: //:.5oPsl Name: (p. 2slRr( site: <?l.t"~ go~!1 Analyzer Ser. No.: Chart recorder zero offset at ~. 0 % of scale. Analyzer range: O-so ppm. Slope = '.(!>O Chart range: 0 -/00 %. Intercept = - 0 .3 &~<< "'" 3 f!:"2.~~ ~"""'!l"R~rcrrn~s CO Gas Expected Readinqs Ac uaI ea in s Calc. Test Conc. DVM DSM Comp DVM DSM Comp CO Point (ppm) (vdc) (vdc) (ppm) (vdc) (vdc) (ppm) (ppm) (x) (y) x2 y2 xy 1 0*(;> (). 0:>0 0.0 0.00 0.0(.\/) D.c>CXl o.CD D.c) o.c) D.c.) 0.0 2 10./ I.DID o,~o2 /V.ID 6 .'1''1 1.6'( q.'~ lCYl..o q~.7 (n. '6 3 19.3 1."130 I&J8' 1~'3J I.~O 1'1. 'to Il'. <} ~72.. ~ 3'S7. 1- '"5t.'f.Is" 4 <'7. Cj 3.77b O.'7t.8 "n..'1l) 3.79Z. 27. 'i3 3).93 11.(34. . If II.(~'{, 7 ,.. O.7S"fI {If~1'~ Sum "7.3 - - - - - (d..~ - 1910 . 'T --' l'1ro .( I:x , 7<3 I:y ,,'.r - 1(,.'1 " d.. x = -- = y - - = --- 4 ~ 4 ~ Fit equation of line y = a + bx = y + b(x-x) = (y -bx) + bx Where Y = predicted mean response for corresponding x, b = slope of fitted line, a = intercept where line crosses the y-axis (I:x) (I:y) (,.,.~) (".~ ') I:xy - 1'lC90 .1 - - n 4- ?1S1' 2.. b = = = = 1.003 (I:x) 2 l'tID ''1 4.$7-'7.3- "77 ~.,- I:x2 - 4 n a = y - bx = I("~- (1.ou~)(/~'~) - -o.U I I I I I I I I I I I I I I I I I I I TECO MODEL 48 CO ANALYZER PRECISION LOG site: QIA<<~.J. &JrldJ , Analyzer Serial Number: Analyzer Range: U - ~ Chart Range: 0 - /0 c:> ppm % Samp1inq Data 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Concentration rpomJ Percent Difference y. - Xi J. Zero Check Test Gas DSM 3260 di = X 100 Date Offset DSM 3260 (Xi) (Yi) x' J. 11116Ii'"1.. C> ".0 1<1'3 I Sr. 9 --:J.o,? I)../f. 0 0'0 IQ.3 Hr.Ct --:J.u'" , _J..., ,.., ,.,.0 I Q.~ IY. q - '2.CJ7 I" Ie,.. D I"\.n I~ .7., /q.O -1.-rJ I '"L " f") "'.0 1'1.3 I~""- -'1. ~" ~...I' :: /0. '3S 1 n -/O.3S"" P.Ln'".(l Average d = ~f = = -2.07 Percent Difference n J.= J. S ~.,i 1 ~/...."L ~ d.2 n P...r,' ...1 -- ( ~ d.)2 i=l J. n i=l J. Standard Deviation s.2 = s' = ().37 J. J. n - 1 Upper 95 percent probability limit DU = d + 1.96 s' = -I.:!''f J. Lower 95 percent probability limit DL = d - 1.96 s' = -'l..1rO J. -- - - - - - - - - - - - - - - - - - - - TECO MODEL 48 CO ANALYZER LEVEL 1 ZERO VARIABILITY RECORD SITE: ~ ~ ~/( CO ANALYZER SER. NO.: ZERO GAS EQUIP.: ~ ~ - - - I (C) (Zo) (Z) (Z' ) (ZD) Adj. New Zero % to ppm Zero DSM Zero Drift Zero Zero Date Time Init. Setting Conv. Offset Reading (Z-Zo) Z' Reading Setting Comments (ppm) (ppm) (ppm) (ppm) (ppm) Q;L 0.0 - 0< ('..~h--i'&.... - ..tL I 0 - - - * tL (). z.~ -0.20 0.20 O.l> sflk - o. ~ 0.1 _0. / s' ~ o./s 0.0 5113 0.3--5 _0_ z.$" - o. zS- S7S - Q. S- O 0.0 ----,... - ~ 0 CJ. C) 1( -o.dY - {}.oy O.C> s'7, - ~ ~ 0./3 -0./3 - rJ. /3 0.0 m - o.s- ..Q... 0-0 (J.O 0.0 0.0 / , Q. !> -'L -o.Off o.oK O.o'r( {1 Co> 'i C4-./,#frDf-::!.-1..!-. ~ .!L ~-/~ 0.12> 0./3 (). () 3 S7"2. - o.$' 0 .Jb:Y> 0,2.0 ~ tJ.O Jtt - 1l.....S.: .tL .a!J3. 0./3 o. ~ ~ - ~ 0 ~ ~.oy o.a!(' ~ ~ - ?J CJ. '!> 0 /1."2.,., U . "2:i ".~:( Q"'~ _(",(7 - - - - - - - - - - - - - - ------- ----------- Comments '~ - . ,.,I.~ Adj. New Span Span Reading Set. (ppm) 31.0 5". 3 ~ :rJ.<j 37. 9 1.7." I '37" \'1. q ANALYZER_LEVEL 1 SPAN VARIABrLITY RECORD . . . ZERO GAS EQUrp Span Dr ift (S'-Z-D-SI*100 S , 0.':> it> ()."J t? -z.. 1>.r.J ~ ~ 6.1 b .tf (').0 -o.iJ () . 7.. -~.3 (%) (S' ) (SO-Zo) (ppm) ~,1- 3 Sf. 0 3B'.3g 3 j: :t3 .J lr./2. ;::j "3 7. 1'~ ?> 'Ir. Ze -'&-./0 "A7,~7 :nr.o .s- ...".u<' (So) DSM Reading (ppm) 3'(./ ~.2- . :5'3 3'y. 4''1 :l~20 '3)(, 3.3 37"~ Z7. 7 'if ~y. /.13 ~lr'<lO ~j:oO 3't.(3 3fc30 NO. : ANALYZER SER. (C) (zl)) (S) to ppml~~ Span Gas Conv. ~ Conc. (ppm) (ppm) :17. <J ~ "37.7 77.9 m 37.Q 37'1 7.7.9 J1.q "31.<t 37- 9 - -- --- ------- -------- 48_CO o W.W ft>. /.r fu. )..:5" rt'J.o'f( ~o.13 ao -Q.o';{ d ./3 O.'U> 0<13 O.dl! t"J,1.S' TECO MODEL ~ o.s: ~ .E!.L .2..:.L ~ O#S- O. S- ".r (J....;- ().~ ~ f.l',~ " % SITE: --- Old Span Date TimelInit Set. :, I I I I I I I I I I I I I I I I I I APPENDIX C CARBON MONOXIDE 8-HOUR RUNNING AVERAGES - CARBON MONOXIDE . 8.HOUR AVERAGES PARTS PER HILLION (PPH) - - - - PARAHETER UNITS - - - - - WASHINGTON - NORTH CREEK BUSINESS PARK, BOTHELL - - - - QUADRANT CORPORATION NOVEHBER 1992 - - - SITE DATA FOR - 23 24 22 23 21 22 20 21 19 20 18 9 7 18 16 17 15 16 14 15 13 14 (PST) 12 13 HOURS 11 2 10 11 09 10 08 09 07 08 06 07 05 06 04 05 03 04 02 03 01 02 00 01 HR.BEG HR-END HIN HAX AVG HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN . 1 .2 .2 .7 .9 1.6 .3 .4 .5 .8 .3 1.5 1.4 1.3 2.3 2.3 3.5 3.0 .8 1.6 2.0 2.8 1.3 .5 .5 1.3 1.7 2.4 1.1 .6 .8 1.4 1.1 1.5 .3 1.3 2.3 1.9 3.5 .4 .8 1.6 .8 2.8 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN 1.5 .4 1.1 2.1 1.7 3.3 .4 .8 1.5 .9 2.7 1.4 .4 1.0 1.9 1.5 3.0 .4 .8 1.3 1.0 2.5 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN 1.3 .4 .9 1.7 1.3 2.7 .4 .8 1 .0 2.3 1.2 .4 .8 .5 1.1 2.6 .3 .7 1.0 1.0 2. HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN 1.2 .4 .7 1.3 .9 2.5 .3 .7 .9 1.1 2.0 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN .1 .4 .7 1.2 1.0 2.5 .3 .7 .8 .2 .8 1 .4 .6 .9 1.1 2.6 .4 .6 .7 1.2 .4 .1 .3 .5 .7 .3 2.2 .5 .6 .7 .3 .8 .3 .3 .5 .8 .6 2.5 .6 .5 .7 1.3 .7 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN 1.4 .2 .4 .8 1.7 2.7 .6 .5 .7 .4 .6 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN 1.5 .2 .4 .9 1.8 2.8 .7 .5 .7 .4 .6 1.5 .2 .4 .9 1.9 2.8 .8 .4 .7 .4 .6 .5 .3 .4 1.0 2.0 2.7 .0 .4 .7 1.4 .5 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN 1.4 .3 .3 1.1 1.9 2.6 1.2 .5 .6 .5 .5 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN 1.3 .4 .3 1.1 1.7 1.9 1.3 .5 .6 1.6 .4 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN .1 .5 .2 2 .7 .8 .5 .5 .5 7 .3 .6 .2 .2 .7 .6 .7 .6 .5 .8 .3 .7 .2 1.3 1.8 1.6 .9 .6 .5 .9 .3 .8 .2 1.4 1.9 1.7 2.1 .6 .5 2.0 .4 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN .9 .2 1.4 2.0 1.8 2.3 .6 .5 2.0 .5 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN 1.0 .3 1.4 2.1 1.9 2.4 .6 .5 .9 .5 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN 1.2 .3 1.3 2.1 2.0 2.5 .6 .6 .9 .6 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN 1.4 .3 1.3 2.3 2.0 3.0 .5 .7 .8 .7 DAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3.5 1.1 .6 3.5 .3 1.5 3.3 .4 .4 3.0 .4 .3 2.7 .4 2 2.6 .3 .1 2.5 .3 .1 2.5 .3 1.0 2.6 .4 .9 2.2 .3 o 2.5 .3 .0 2.7 .2 .0 2.8 .2 .1 2.8 .2 1 2.7 .3 .1 2.6 .3 1.0 .9 .3 o 1.8 .2 1.0 .8 .2 .1 .9 .2 1.2 2.1 .2 .2 2.3 .2 .3 2.4 .3 .3 2.5 .3 .4 3.0 .3 AVG HAX HIN .2 35.7 463 HN = HAINTENANCE (PERCENT> = NTENANCE HOURS . AU = AUDIT DATA CAPTURE NUMBER OF HA CA = CALIBRATION 257 o o HOURS HOURS = DATED = DATED = NVAL NVAL GOOD AUDIT HOURS = DATA COLLECTED BUT OF OF OF NUMBER NUMBER NUMBER 720 o o DATA = TOTAL HOURS AVAILABLE' NUMBER OF CALIBRATION HOURS NUMBER OF HISSING HOURS = BLANK ~ MISSING - - CARBON MONOXIDE . 8.HOUR AVERAGES PARTS PER MILLIDN (PPM) - - - PARAMETER UNITS .. - - - .. ~ASHINGTON - BOTHELL - NORTH CREEK BUSINESS PARK, - - - QUADRANT CORPORATION DECEMBER 1992 - - - SITE DATA FOR - 23 24 22 23 21 22 20 21 19 20 18 19 17 18 16 7 15 16 14 15 13 14 (PST) 12 13 HOURS 11 12 10 11 09 o 08 09 07 08 06 07 05 06 04 05 03 04 02 03 01 02 00 01 HR. BEG HR-END MIN .3 .7 .7 .8 .8 .2 .3 .3 .3 .6 .0 .5 .7 .3 .2 .9 .5 .9 .3 .4 .3 .3 .4 .3 .6 .4 .5 MAX 2.4 3.3 3.0 3.3 2.6 .9 2.5 2.2 1.7 2.2 3.3 2.6 2.2 2.4 2.2 2.1 1.4 2.0 1.6 .6 1.7 1.5 .8 1.4 .7 .5 .8 AVG 1.8 1.6 2.2 2.2 1.6 .5 1.0 .7 .7 1.3 2.1 .8 .8 .0 1.6 1.5 .9 1.4 .6 .5 .8 .6 .6 .6 .5 .6 2.0 3.3 2.8 2.1 .8 .3 2.5 .5 1.7 1.8 3.0 .9 .7 2.4 .9 .9 .4 .9 .5 .4 .6 .8 .5 .4 .6 .5 1.9 3.2 2.6 1.9 .9 .2 2.4 .5 1.5 2.0 3.0 1.8 .8 2.4 2.0 1.3 2.0 .6 .4 1.7 .8 .5 .3 .6 .5 1.9 3.0 2.3 1.5 .9 .2 2.2 .6 1.4 2.2 2.9 1.7 .9 2.2 2.0 1.2 1.3 2.0 .6 .4 .6 .8 .5 1.1 .7 .5 .9 2.7 2.1 1.2 .8 .2 2 .6 .4 2.2 3.0 1.6 1.0 2.0 .9 .5 .7 .5 .0 .7 1.4 1.3 2.0 .6 .4 .5 .6 .8 2.4 2.0 .0 .8 .2 .9 .6 .3 2.2 3.2 1.6 1.4 1.8 1.8 1.6 1.3 1.9 .6 .4 1.5 .7 .5 .9 .8 .5 .6 .7 .9 .8 .9 .2 .7 .6 .5 .7 7 7 2. 3.2 .8 .2 .8 .6 .4 .3 .6 .6 .8 .8 .5 .6 2 .4 .8 .7 .9 .3 .5 .6 .8 2.0 3.3 1.5 1.8 1.4 1.6 2.0 .6 .6 .4 1.2 .6 .6 .7 .8 .5 .7 .3 .4 2.2 .9 .2 .3 .9 .5 .6 1.7 2.9 1.6 1.9 .0 .5 2. 1. 1.4 .6 .5 .8 .6 .6 .6 .8 .5 .7 1.3 1.1 2.2 2.3 1.3 .4 .6 .5 .6 1.4 2.6 .6 2.0 .8 .3 .9 .2 .5 .5 .7 .5 .5 .6 .8 .5 .7 1.4 1.2 2.4 2.6 .4 .4 .6 .4 .6 2 2.5 1.6 2.0 .6 .2 .8 .2 .5 .6 .6 .5 .5 .6 .7 .5 .7 1.6 1.4 2.5 2.8 1.5 .4 .6 .4 .5 1.0 2.5 1.6 2.0 .7 .4 7 .3 .5 .6 .6 .4 .5 .6 .7 .4 .8 .6 1.4 2.7 3.0 1.6 .4 .5 .3 .5 .8 2.3 1.7 2.0 7 1.4 1.6 1.1 .2 .4 .6 .6 .4 .5 .6 .8 .4 7 1.8 1.4 2.7 3.2 1.8 .4 .5 .3 .5 .7 2.1 1.7 2.0 .7 1.5 1.5 1.0 .2 .4 .6 .6 .4 .5 .5 .9 .4 7 .8 .4 2.7 3.3 .9 .4 5 .3 .4 .7 .9 .7 2.0 .7 .5 .4 .9 .3 .3 .6 .5 .3 .4 .5 o .4 7 .8 .3 2.6 3.3 .9 .4 .5 .3 .4 .6 .7 .6 2. .6 1.4 .3 .8 .3 .3 .6 .4 .3 .5 .5 .4 .6 .8 .0 1.9 2.3 1.9 .5 .5 .4 .4 .6 5 .6 2.1 .5 1.3 1.3 .7 1.2 .3 .4 .4 .3 .5 .4 2 .4 .6 .8 .9 1.7 2.2 2. .6 .5 .5 .3 .6 .3 .7 2.2 .5 .3 .2 .6 1.1 .3 .4 .3 .3 .5 .4 .3 .4 .5 .9 .8 1.7 2.2 2.1 .7 .5 .6 .3 7 1 1.7 2.2 .4 1.3 1.2 .6 1.0 .4 .4 .3 .3 .5 .3 1.5 .4 .5 .9 .7 .7 2.3 2.3 .7 .5 .8 .3 .9 1.0 1.9 2.2 .3 1.3 1.2 .5 .9 .5 .4 .3 .4 .6 .3 1.6 .4 .5 2.0 .8 1.8 2.4 2.4 .7 .5 1.0 .3 1.0 1.0 2.0 2.1 .3 .4 .2 .5 .0 .6 .4 .3 .5 .7 .3 .7 .4 .5 2.0 .9 2.0 2.4 2.5 .8 .5 .3 .3 .0 2.0 2.0 .3 .5 .3 .5 .1 .8 .4 .3 .6 .7 .3 .7 .4 .5 2.0 2.2 2.4 2.6 .8 .4 1.5 .3 .2 2. 2.0 .3 1.6 1.4 .5 .0 .4 .3 .8 .8 .4 .6 .4 .5 2. 1.6 2.4 2.6 2.5 .9 .4 1.8 .4 1.5 1.2 2.2 2.0 .4 .8 .5 .5 .2 1.2 .4 .4 1.0 .8 .4 .6 .5 .5 2.4 1.9 3.0 2.8 2.4 .9 .3 2.2 .4 1.7 1.5 2.6 1.9 .6 2.2 .7 .5 .3 .6 .5 .4 .5 .8 .4 .5 .5 .5 OAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3.3 .2 .5 3.3 .3 1.5 3.2 .2 .4 3.0 .2 1.3 3.0 .2 3 .2 .2 3 1.3 3.2 .2 1.2 3.3 .3 1.2 2.9 .3 1 2.6 .4 1.1 2.6 .4 1.1 2.8 .4 1.1 3.0 .3 1 3.2 .3 1 3.3 .3 1 3.3 .3 1.0 2.3 .3 .9 2.2 .3 .9 2.2 .3 .0 2.3 .3 .0 2.4 .3 2.5 .3 2.6 .3 .3 2.6 .4 .4 3.0 .3 AVG MAX MIN .2 86.7 o MN = MAINTENANCE DATA CAPTURE (PERCENT) . NUMBER DF MAINTENANCE HOURS . AU s AOOIT CA . CALIBRATION 645 o o HOURS HOURS . NVALlDATED . NVALlDATED . DF GOOO OF AUDIT OF HOURS . DATA COLLECTED BUT NUMBER NUMBER NUMBER 744 o 99 BLANK . MISSING DATA TOTAL HOURS AVAILABLE. NUMBER OF CALIBRATION HOURS. NUMBER OF MISSING HOURS' fill CARBON MONOXIDE. 6-HOUR AVERAGES PARTS PER MILLION (PPM) - - - - PARAMETER UNITS - - - - - WASHINGTON - BOTHELL - - NORTN CREEK BUSINESS PARK - - OUADRANT CORPORATION JANUARY 1993 - - - SITE DATA - (PST) 12 13 HOURS 11 12 03 04 02 03 01 02 FOR 00 01 MIN .4 1.1 .2 .6 .7 1.7 1.3 1.7 1.4 1.5 1.3 .7 1.6 .3 .4 .4 .4 .4 .4 .3 .5 .6 .6 .6 .6 .0 MAX 2.0 1.9 2.3 2.6 2.5 1.6 3.4 3.2 2.5 2.4 2.3 2.1 2.4 3.4 3.3 .7 2.0 2.5 2.6 1.0 1.6 1.6 2.0 1.6 2.5 2.5 2.0 AVG .0 1.4 .6 .9 1.5 1.4 2.2 2.2 2.1 1.9 1.9 1.7 1.6 2.2 1.0 5 o 1.3 .9 .6 .6 .6 .0 .9 .3 1.7 1.6 23 24 2.0 1.9 1.9 2.6 1.4 1.6 3.4 2.5 2.3 2.4 2.2 2.0 .6 .6 2.0 .4 3.4 .6 .6 1.7 2.5 .4 .4 22 23 .9 .9 2.2 2.4 1.2 1.6 3.2 2.3 2.3 2.4 2.2 1.9 1.3 3.2 .6 .6 1.9 2.4 .6 1.9 .9 .5 .4 1.7 21 22 .6 .6 2.2 2.2 1.0 1.3 3.0 2.0 2.2 2.3 2.0 1.6 1.2 3.0 .6 .6 1.9 2.1 .6 .5 1.7 .6 .6 .9 20 21 1.7 1.7 2.3 .9 .9 1 2.6 .6 .6 2.0 .9 .6 .5 .6 .6 .7 .6 2.0 .3 .2 1 2.6 1.6 2.2 2.1 .9 .6 1.0 2.5 .9 .6 2.3 1.7 .6 2.1 1.5 1.4 9 20 .6 .6 2.3 1.7 .7 .9 2.6 1.7 2.1 2.0 1.6 1.4 1.0 2.6 .6 .6 1.9 1.6 .9 .6 1.5 .6 1.6 .7 1.6 1.1 1.2 16 9 1.5 1.5 2.2 1.5 .6 .6 2.4 1.5 1.9 1.7 1.6 1.3 .9 2.6 .6 .6 1.8 1.5 1.1 .7 1.4 .8 1.4 .7 1.6 1.0 1.1 17 16 1 .3 2.1 1.2 .7 .7 2.3 1.4 1.7 1.6 1.5 1.3 .8 2.4 .6 .7 .6 .2 .5 .8 .0 .8 .3 .7 .4 .9 .0 16 7 .6 1.7 .9 .9 .7 .0 .6 1 2.0 .9 .7 .6 1.7 1.3 1.7 1.4 1.6 1.4 .7 .6 .5 .6 1.3 15 6 .4 1 1.7 .6 .6 .9 1.7 1.6 1.6 1.6 1.6 1.4 .6 .6 .5 .6 .0 .3 2.0 1.0 .9 .7 .7 .7 14 15 .4 .2 .6 .6 .4 2.1 .0 .9 .7 .7 .7 .2 .9 .1 .9 .9 2.0 1.7 1.7 1.5 1.0 2.0 .4 .6 .8 .6 .0 .9 1.1 1 1.3 13 14 .5 .3 .8 .6 .0 .3 2.0 2.1 2.1 1.9 1.9 1.5 1.1 2.2 .4 .6 .7 1.4 2.3 .0 .8 .7 .7 .6 .2 .2 4 .6 .4 1.8 .5 1.2 1.6 2.1 2.3 2.2 2.0 2. 1.7 1.3 2.3 .4 .5 .7 .4 2.4 .9 .8 .6 .7 .6 .2 .4 .7 .6 1.4 1.8 .4 1.4 1.6 2.2 2.5 2.3 2.2 2.2 1.6 1.6 2.4 .3 .5 .6 1.3 2.5 .6 .6 .6 .7 .7 .2 .6 7 10 11 .7 .4 .8 .4 .5 .6 2.2 2.8 2.4 2.3 2.3 1.9 1.9 2.3 .3 .5 .6 .3 2.6 .7 .7 .6 .6 .7 .2 .7 7 09 10 .7 .4 .7 .3 .6 7 2.5 .6 .5 .5 .6 .7 1.2 1.9 1.7 2 2.7 2.3 2.3 2.1 1.9 2.1 2.2 .4 .4 .5 1.2 08 09 .8 .4 5 .5 .5 .6 .8 .2 1.6 .8 .9 2.6 2.0 2.1 2.0 1.9 2.4 2.1 7 .4 .5 .9 2.5 .5 07 08 .8 .3 .4 .4 .6 .6 .8 .9 .2 .8 .8 .6 2.4 1.8 1.7 1.9 1.8 2.4 2.0 .9 .4 .4 .7 2.5 .4 06 07 .8 .2 .3 .1 2.0 1.8 1.7 2.4 1.8 1.6 1.8 1.6 2.4 1.8 1.2 .4 .4 .4 2.4 .4 .4 .7 .6 .9 .8 2.2 .8 05 06 .9 .2 1.2 .1 2.1 1.8 1.8 2.4 1.8 1.4 1.6 1.9 2.4 .8 .5 .4 .4 .5 2.4 .4 .3 .8 04 05 .8 .2 .2 .4 .3 .6 .6 .1 2.2 1.6 1.9 2.4 .9 .4 .6 1.8 2.4 1.6 1.7 .4 .4 .5 2.4 .9 .2 1.3 .2 2.3 1.8 2.1 2.4 1.9 1.4 1.7 1.6 2.3 1.8 2.0 .4 .5 .6 2.4 .4 .3 .0 .7 .9 .3 .4 .4 2.3 7 2 2.5 2.0 .5 .9 1.9 2.2 1.8 2.3 .4 .5 .8 2.4 .4 .3 2 .7 .9 .6 1.5 .8 2.4 1.6 2.0 2.6 2.1 1.9 2.0 2.1 2.0 1.7 2.7 .5 .5 .0 2.5 .4 .4 1.7 .6 1.6 .9 .9 .8 .2 2.5 1.5 1.9 3.2 2.5 2.1 2.3 2.1 .9 .6 3.3 .5 .6 1.4 2.6 .4 .4 .8 .8 1.8 HR-BEG HR.END 2.0 1.7 2.1 .8 .6 1.0 .8 2.3 .9 1 .9 2.3 .9 .3 .9 2.3 2.0 .4 .0 2.3 2.0 .0 2.3 2.0 .0 2.5 2.0 OAY 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 25 26 27 28 29 30 31 3.4 .4 1.8 3.4 .4 .8 3.2 .4 .6 3.0 .5 .5 2.8 .5 .4 2.6 .6 .3 2.6 .6 2 2.4 .6 1 2.0 .5 1 2.0 .4 .2 2.1 .4 .3 2.3 .4 .3 2.4 .4 .4 2.5 .3 .4 2.8 .3 1.4 2.7 .3 .4 2.6 2 .3 2.5 .2 1.3 2.4 .1 1.3 2.4 .3 2.4 .4 2.4 .2 1.5 2.5 .3 .6 2.7 .4 7 3.3 .4 AVG MAX MIN 87.1 o MN -= MAINTENANCE = HOURS = T OATA CAPTURE (PERCENT) NUMBER OF MAINTENANCE AU = AUD CA = CALIBRATION 648 o o HOURS NOURS = NVALlOATED = NVALIDATED = OF GOOO OF AUDIT OF HOURS = DATA COLLECTED BUT NUMBER NUMBER NUMBER 744 o 96 DATA = HOURS AVAILABLE CALIBRATION HOURS MISSING HOURS = BLANK = MISSING = TOTAL NUMBER OF NUMBER OF .. - AVERAGES .. 8. HOUR (PPM) - CARBON MONOXIDE . PARTS PER MILLION - PARAMETER UNITS - - .. - ,- WASHINGTON - BOTHELL - NORTH CREEK BUSINESS PARK - - - QUADRANT CORPORATION FEBRUARY 1993 - .. - SITE DATA - 23 24 22 23 21 22 20 21 19 20 18 9 17 18 16 7 15 16 14 15 13 14 (PST! 12 13 HOURS 11 12 10 11 09 10 08 09 07 08 06 07 05 06 04 05 03 04 02 03 01 02 FOR 00 01 HR.BEG HR-ENO M1N 1.7 .7 1.5 .2 . 1 .6 .3 .4 .8 .6 .7 .4 .8 .6 .7 MAX 2.4 2.4 2.9 2.8 3.6 3.4 1.7 2.9 2.7 2.3 2.5 2.6 2.6 1.7 1.3 AVG 1.9 1.6 2.1 1.5 2.2 1.6 1.1 2.0 1.6 1.3 2.1 2.0 1.9 1.1 .0 2.4 1.5 2.9 1.0 3.6 1.6 1.2 2.9 .8 2.3 2.5 2.1 1.4 .8 1.2 MN MN MN MN MN MN MN MN MN MN MN MN MN 2.3 1.3 2.9 .9 3.6 1.4 1.0 2.8 .8 2.3 2.4 .9 .2 .7 .1 MN MN MN MN MN MN MN MN MN MN MN MN MN 2. 2.7 .7 3.4 1.1 .8 2.5 .8 2.1 2.3 1.7 1.1 .6 1.0 MN MN MN MN MN MN MN MN MN MN MN MN MN 2.0 .9 2.6 .5 3.2 .9 .6 2.3 .8 1.8 2.3 1.5 1.0 .6 .9 MN MN MN MN MN MN MN MN MN MN MN MN MN 1.9 .8 2.5 .3 3.0 .7 .4 2.0 .8 1.6 2.2 1.4 .9 .6 .8 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .8 .9 MN MN MN MN MN MN MN MN MN MN MN MN MN .9 .7 2.6 .2 3.0 .6 .3 2.0 .9 1.5 2.2 .4 .8 .7 .7 .8 .7 2.4 .5 2.8 .6 .3 2.0 1.0 1.4 2.1 1.5 .9 .7 .7 7 .8 2.1 .9 2.5 .6 .4 2.0 1.2 1.3 2.0 1.4 1.1 .7 .8 7 .9 .2 2.4 .7 .5 .9 .4 .2 2.2 .6 .4 1 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .9 2.3 2.0 2.3 2.3 1.7 1.2 2.4 1.9 1.6 2.1 2.2 2.4 1.0 1.3 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .2 MN MN MN MN MN MN MN MN MN MN MN MN MN .8 .4 2.0 1.5 2.4 .9 .6 2.1 1.6 1.3 2.3 .8 .6 .8 .9 .7 .8 2.4 1 .8 2.3 1.7 1.4 2.4 1.9 1.8 .8 1.2 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 1 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 2 2.0 1.9 2.2 2.0 2.5 .3 1.0 2.4 1.8 1.5 2.4 2.0 2.0 .9 1.3 MN MN MN MN MN MN MN MN MN MN MN MN MN 2.0 2.0 1.6 2.1 1.3 2.5 1.7 1.5 2.3 .6 1.9 2.4 2.4 1.7 .9 MN MN MN MN MN MN MN MN MN MN MN MN MN 2.0 2.1 1.6 2.4 1.2 2.9 1.7 1.5 2.5 .7 2.0 2.5 2.3 1.7 .9 MN MN MN MN MN MN MN MN MN MN MN MN MN .9 2.4 1.6 2.8 3.4 1.7 1.4 2.7 .7 2.2 2.6 2.3 1.6 .9 MN MN MN MN MN MN MN MN MN MN MN MN MN DAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 2.0 2.1 2.1 2.1 2.5 1.5 1.2 2.5 1.9 1.6 2.2 2.1 2.3 .9 1.3 MN MN .9 2.2 1.8 2.1 2.0 .8 2 2. 2.0 1.4 2.0 2.2 2.6 .0 .3 .8 2.1 1.7 1.9 1.6 1.9 1.3 1.9 1.9 1.2 1.8 2.2 2.6 1.1 .8 2.0 1.7 1.8 1.3 2.0 1.4 1.7 1.9 1.0 1.7 2.2 2.6 1.3 1.1 .8 2.0 1.6 1.8 1.2 2.1 1.5 1.5 1.8 .9 1.7 2.2 2.6 1.4 1.1 1.8 2.0 .5 .8 2.3 1.6 1.5 1.9 .7 1.7 2.2 2.6 .5 .9 .9 .6 .8 .2 2.3 1.7 1.5 2.0 .7 1.8 2.2 2.5 .6 .0 2.0 1.9 1.6 2.0 1.3 2.4 1.7 1.5 2.2 .6 1.8 2.3 2.5 1.7 1.0 3.6 1.7 1.9 3.6 .8 1.8 3.6 .7 1.6 3.4 .6 5 3.2 .5 .3 3.0 .3 .3 3.0 .2 .3 2.8 .3 .3 2.5 .4 .4 2.4 .5 1.5 2.4 .6 .7 2.4 .8 1.8 2.5 .9 .9 2.5 .9 .9 2.4 .0 .8 2.6 o .7 2.6 1.1 .7 2.6 1.0 1.7 2.6 .9 1.7 2.6 7 .7 2.5 .7 .8 2.5 .6 .8 2.5 .6 .9 2.9 .7 2.0 3.4 7 AVG MAX MIN .2 53.6 312 DATA CAPTURE (PERCENT) = NUMBER OF MAINTENANCE HOURS = 360 o o HOURS = HOURS GOOO AUO IT HOURS = DATA COLLECTED BUT OF OF OF NUMBER NUMBER NUMBER 6n o o MISSING DATA HOURS AVAILABLE' CALIBRATION HOURS = MISSING HOURS' BLANK = TOTAL NUMBER OF NUMBER OF MN = MAINTENANCE T AU = AUO ON CA = CALI BRAT = - NVAL DATED NVALlOATED I I I I I I I I I I I I I I I I I I I APPENDIX D CARBON MONOXIDE ONE-HOUR AVERAGES ... - l-HOOR AVERAGES (PPH) .. CARBON HONOXIOE . PARTS PER HILLION - - - -.. PARAHETER UNITS .. - - ,.. WASHINGTON BOT NELL II!!lI NORTH CREEK BUSINESS PARK -- - QUADRANT CORPORATION NOVEHBER 1992 - - - SITE DATA FOR - 23 24 22 23 21 22 20 21 19 20 18 19 7 18 16 7 5 6 14 15 13 14 (PST) 12 13 HOORS 11 12 o 11 09 10 08 09 07 08 06 07 05 06 04 05 03 04 02 03 01 02 00 01 HR'BEG HR-END HIN HAX AVG HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN .3 .2 .2 .4 .2 .3 .2 .3 .4 .5 .2 2.4 .8 1.6 3.2 2.9 7.2 2.3 1.2 2.3 2.3 5.2 1.3 .4 .7 1.4 1.6 2.5 .8 .6 .9 .3 .3 .9 .3 .6 2.3 1.8 2.3 .7 .4 2.3 .5 2.3 .0 .3 .5 2.3 1.9 2.6 .5 .5 2.0 .6 2.3 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN 1.0 .3 1.4 2.2 2.0 2.8 .4 .8 1.8 .7 2.0 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN 1.2 .4 1.2 1.8 2.3 2.6 .3 .7 1.5 .7 1.8 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN 1.5 .4 1.0 2.2 2.5 2.6 .7 .6 1.4 .9 2.0 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN 2.1 .3 1.0 2.3 2.0 2.7 .4 .8 .5 1.0 2.2 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN 2.4 .4 1.0 3.2 2.3 6.1 .2 1.2 1.3 1.0 4.2 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN 2.0 .4 1.2 2.4 .7 6.4 .2 .9 1.3 1.0 5.2 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN .5 .5 .8 .7 .3 .6 .2 .6 .0 .0 .6 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN .3 .4 .6 .5 .2 .3 .3 .6 .6 .2 .9 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN .4 .3 .5 .4 .3 .5 .3 .6 .6 CA .4 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN .7 .3 .3 .6 .4 1.3 .2 .5 .5 CA .5 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN .1 CA .4 .6 .3 2.4 .2 .6 .5 CA .7 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN 1.6 CA .5 .9 2.4 2.4 .5 .5 .6 .5 .7 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN .9 .2 .6 1.1 2.9 7.2 . 1 .5 .9 .3 .0 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN 2.4 .2 .5 1.1 2.7 2.9 .8 .4 1.2 .3 .9 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN 1.8 .2 .3 1.2 2.2 2.9 .9 .4 .6 .4 .6 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN 1.5 .2 .3 .8 .5 .9 .9 .4 .5 .3 .3 1.2 .3 .3 .6 .2 .6 1.0 .3 .5 .5 .2 .8 .4 .2 .9 .3 .1 .3 .3 .5 .6 .2 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN .9 .6 .2 1.4 .5 .5 .8 .6 .5 .7 .2 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN .9 .8 .2 1.5 1.7 1.7 1.9 .8 .4 1.8 .3 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN .9 .8 .2 1.5 2.0 1.7 2.0 .7 .4 2.3 .3 HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN HN DAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 o .8 .2 .4 2.2 1.6 2.3 .7 .4 2.3 .3 22 23 24 25 26 27 28 29 30 7.2 .2 .4 2.3 .3 .4 2.6 .3 .4 2.8 .3 .3 2.6 .3 1.4 2.6 .4 .5 2.7 .3 2. 6. .2 2.0 6.4 .2 .7 .6 .2 .5 .2 .2 .4 .6 .3 .5 .3 .2 .9 2.4 .2 .2 2.4 .5 7 7.2 .2 .3 2.9 .2 1 2.9 .2 .9 .9 .2 .8 .6 .2 .8 .6 .2 1.0 .8 .2 .1 1.9 .2 .2 2.3 .2 2 2.3 .2 AVG MAX HIN .2 MAINTENANCE 36.0 456 HN = (PERCENT) = NTENANCE HOURS . T AU = AUO OATA CAPTURE NUMBER OF HA CA = CALIBRATION 259 o o = HOURS HOURS = NVALI DA TEO NVALIDATED = GOOO AUOIT HOURS = DATA COLLECTED BUT NUMBER OF NUMBER OF NUMBER OF 720 5 o TOTAL HOORS AVAILABLE = NUMBER OF CALIBRATION HOORS = NUMBER OF HISSING HOURS = BLANK' HISSING DATA - I.HooR AVERAGES (PPM) - - CARBON MONOXIDE . PARTS PER MILLION .. ~ PARAMETER UNITS - .. .. - - WASHINGTON -- BOTHELL JI!!!!I NORTH CREEK BUSINESS PARK. - - - QUADRANT CORPORATION DECEMBER 1992 - .. - SITE: DATA FOR - 23 24 22 23 21 22 20 21 19 20 18 19 7 18 6 7 15 16 14 15 13 14 (PST) 12 13 HooRS 11 12 10 11 09 o 08 09 07 08 06 07 05 06 04 05 03 04 02 03 01 02 00 01 HR-BEG HR-ENO MIN .8 .3 .5 .3 .6 .1 .2 .2 .2 .3 .9 1.0 .3 .2 .4 .4 .4 .6 .3 .3 .3 .2 .3 .3 .4 .3 .4 MAX 3.9 6.2 7.3 9.8 2.8 1.3 4.7 1.1 3.0 3.3 5.8 2.1 2.4 4.2 3.4 3.4 1.7 3.4 .8 1.4 3.8 1.3 .9 2.1 1.8 .6 1.2 AVG 1.7 1.7 2.3 2.2 .4 .4 .2 5 .9 1.3 2.3 1.7 1.6 1.2 1.5 1.3 1.0 .4 .5 .4 .9 .5 .5 .8 .9 .4 .6 1.3 1.7 2.4 2.4 1.0 .6 .8 .3 5 .8 2.2 2.0 .3 1.4 1.2 .6 .9 .8 .5 .3 .3 .6 .3 2.1 .4 .5 .1 .9 2.8 2.8 .8 .5 .4 .3 .4 .7 2.3 2.0 .3 2.0 .0 .6 .9 .3 .5 .4 .9 .8 .4 .7 .4 .5 .1 2.7 2.8 2.7 .8 .2 2.2 .3 .2 .9 2.3 1.9 .3 2.1 1.1 .4 .3 .3 .4 .3 1.3 .4 1.5 .4 .6 .4 2.9 2.3 2.5 .8 .1 1.9 .3 1.1 1.9 1.9 1.8 .4 1.9 1.7 .4 1.5 1.8 .5 .4 .3 .6 .4 1.3 .4 .5 2.6 3.3 2.5 2.3 .6 .2 2.1 .4 1.8 1.8 2.3 2.0 .6 1.6 2.0 .4 1.5 1.7 .5 .3 .7 .7 .4 .5 .5 3.9 3.5 3.8 2. .9 .2 2.7 .6 3.0 1.6 2.0 1.8 .9 2.8 2.1 .6 .7 2.1 .6 .4 2.0 .8 .4 .2 .8 .6 2.7 6.2 3.6 .8 .9 .2 4.7 .8 2.7 3.3 5.8 1.8 1.5 4.2 3.0 .5 1.5 3.4 .7 .4 3.8 .7 .6 .3 .9 .6 .8 .8 4.2 2.3 .4 1.0 .2 3.1 .8 .6 3.3 4.9 1.9 1.5 2.9 3.4 3.4 1.6 2.8 .7 .3 1.8 .9 .7 1.1 .9 .5 .6 .9 .6 .0 .3 1.1 .2 .7 .7 .6 2.2 2.2 1.4 CA 1.5 2.0 2.7 .9 2.0 .5 .4 .6 .6 .6 .8 .8 .4 .4 .8 .5 .5 .3 .7 CA .5 .4 .5 2.5 1.8 1.0 CA .8 .4 5 7 1.3 .6 .4 .6 .6 .5 .5 .8 .6 .4 .8 .5 .8 .3 .7 .3 .7 .6 .5 .3 3.0 1.1 CA .3 .5 .9 1.1 1.0 .6 .3 .5 .5 .5 .5 .9 .6 .6 .9 .4 .3 .3 .6 .3 .7 .4 .5 1.4 3.2 1.5 2.3 .4 .9 2.2 1.1 .9 .8 .3 .6 .5 .6 .5 .9 .4 CA .7 .5 .9 5 .3 .6 .4 .6 .0 2.8 1.6 2.1 .5 .2 1.8 1 .6 .6 .4 .6 .5 .6 .4 .8 .4 .6 .6 .5 2.4 2.7 2.5 .5 .6 .3 .6 2.3 .9 .8 .6 .5 1.8 1.0 1.0 .6 CA .8 .4 .5 .6 .6 .4 2 2 2.5 7.3 9.8 2.2 .6 .6 .4 .7 .9 2.7 2.0 1.7 1.0 1.9 1.7 1.3 .3 .4 .4 .7 .4 .6 .6 .6 .4 .8 .9 2.0 2.7 3.2 .7 .3 .5 .3 .6 .9 2.4 1.9 1.9 .9 1.7 1.6 1.2 .8 .3 .5 .8 .4 .6 .5 .7 .4 .9 .8 2.0 2.0 2.8 .7 .3 .6 .3 .5 .7 2.0 1.6 2.0 .6 .7 .6 .0 .9 .3 .7 .4 .4 .5 .9 .7 .3 7 .9 1.4 1.8 2.1 1.6 .4 .4 .3 .4 .4 1.6 1.4 2.0 1.3 1.6 1.0 .5 .3 .5 .4 .3 .4 .6 .8 .3 .5 .3 .9 .9 .9 .5 .4 .2 .2 .3 .3 1.3 1.4 2.3 .5 1.1 .9 .6 .9 .3 .4 .4 .3 .4 .3 .3 .5 .9 .6 1.5 1.9 1.8 .4 .4 .2 .2 .3 1.4 1.5 2.3 .4 1.1 1.2 .4 .8 .3 .3 .3 .2 .3 .3 .4 .3 .6 .9 .3 .6 2.2 2.0 .4 .5 .2 .3 .8 1 5 2.4 .2 1.1 .3 .4 .2 .3 .3 .3 .3 .3 .3 .6 .4 .6 .9 .4 .7 2.3 2.3 .4 .6 .4 .3 .7 1.0 1.7 2.2 .2 1.1 .3 .4 .9 .3 .3 .3 .3 .8 .3 .5 .3 .5 1.7 .4 1.7 2.2 2.8 .9 7 1 .3 .9 .0 2.1 2.0 .2 .3 1.3 .4 .9 .4 .3 .3 .3 .7 .3 .7 .3 .4 2.1 .9 1.6 2.3 2.7 1.3 .6 1.0 .3 .9 .9 2.1 2.2 .2 2 1.3 .6 .0 .6 .3 .3 .3 .9 .3 .8 .4 .4 OAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 .2 1.1 2.4 .3 .2 2.8 .2 1.2 2.9 .1 .4 3.3 .2 7 3.9 .2 2.2 6.2 .2 1.8 4.9 .2 .0 2.7 .2 .8 2.5 .3 .8 3.0 .3 .9 3.2 .3 o 2.8 .3 .2 2.7 .3 1.7 9.8 .4 .2 3.2 .3 2.8 .3 .0 2.1 .3 .8 2.3 .2 .8 2.3 .2 .9 2.4 .2 .9 2.3 .2 .0 2.8 .2 2.7 .2 AVG MAX MIN .1 9.8 2.8 .3 MAINTENANCE 85.5 o MN . OATA CAPTURE (PERCENT) . NUMBER OF MAIN1ENANCE HooRS . T AUO AU . CALIBRATION CA = 636 o o . GOOO HOORS = HooRS = INVALIDATED NVALlOATED AUO IT HooRS . DATA COLLECTED BUT NUMBER OF NUMBER OF NUMBER OF TOTAL HooRS AVAILABLE = 744 NUMBER OF CALIBRATION HooRS = 6 NUMBER OF MISSING HooRS . 102 BLANK ~ MISSING DATA - .. .HooR AVERAGES (PPM) ~ . CARBON MONOXIDE PARTS PER MILL - II!IIl PARAMETER UNITS: - ... ... - .. UASHINGTON .. BOTHELL .. BUSINESS PARK, - ... NORTH CREEK - CUAORANT CORPORATION JANUARY 1993 ... - .. SITE: DATA FOR - ON 17 18 16 7 15 16 14 15 13 14 (PST) 12 13 MOORS 11 T2 TO 11 09 10 08 09 07 08 06 07 05 06 04 05 03 04 02 03 01 02 00 01 MR. BEG HR-ENO MIN MAX AVG 23 24 22 23 21 22 20 21 19 20 18 19 .6 .3 .5 .0 .2 .3 .5 .3 .7 .6 .5 .7 .5 .9 .2 .3 .3 .4 .3 .3 .3 .4 .4 .5 .5 .4 .6 .2 4.5 3.9 5.4 3.6 2.8 2.4 7.4 4.8 4.6 3.8 3.2 2.3 2.9 7.6 2.4 1.0 3.7 3.7 3.1 1.7 4.0 1.3 3.3 1.5 3.7 2.4 2.3 .9 1.1 1.4 1.6 1.3 1.6 2.3 2.2 2.0 1.9 1.9 1.7 1.6 2.4 .6 .5 1.0 1.5 .6 .6 .0 7 .8 .5 .6 1.6 .0 .3 .1 2.6 1.8 2.2 2.5 2.1 1.4 .8 1.9 1.8 1.8 2.6 .3 .4 .5 2.2 .4 .3 1.3 .8 1.2 1.5 2.8 2.0 2.3 1.2 .3 .4 .3 2.2 1.8 2.4 2.3 2.2 1.4 1.4 1.9 2.0 2.1 2.5 .4 .6 .7 2.6 .4 .3 1.3 .7 1.5 1.3 2.3 2 2.1 .6 .9 1.1 .2 3.0 .5 2.3 2.3 2.1 1.4 2.0 .6 2.3 1.5 2.4 .6 .6 .9 2.1 .4 .3 .1 .8 .8 .3 2.0 2.3 2.1 .9 .9 1.5 .4 2.0 .6 2.3 2.3 2.0 .6 .8 1.9 2.0 1.5 2.4 .6 .6 .3 2.2 .4 .4 2.0 .9 1.9 1.0 2.0 2.3 .5 CA 1.9 2.0 1.9 2.3 1.2 1.5 3.1 2.2 2.3 3.1 2.4 .9 1.4 2.7 .4 .6 2.0 2.9 .3 .4 .9 .9 .6 .0 2.5 1.9 1.7 CA 3.3 2.4 3.3 2.7 1.2 1.4 3.8 2.9 4.6 2.7 3.2 1.8 3.9 .5 .6 1.9 3.2 .4 .5 4.0 .8 1.8 .7 2.4 1.6 2.1 CA 4.5 3.9 3.4 2.9 .0 .3 7.4 4.8 3.5 3.8 2.1 1.7 1.4 7.6 .6 .8 3.7 3.7 .4 .5 .8 .9 3.3 .7 3.7 2.0 1.5 7 .9 5.4 3.6 1.0 .9 3.3 1.5 2.4 2.8 2.7 2.3 .7 3.2 .9 .8 2.7 1.1 .4 .5 .9 .8 2.8 .9 2.2 .1 .0 .5 .8 2.7 .6 .3 .4 .4 .1 .4 .4 .5 .9 .6 .6 2.0 .0 .0 .5 .8 .8 .9 .6 .4 .6 .4 .6 .3 .3 .3 .4 .8 .3 .0 .B .9 CA .9 .5 .5 1.1 .7 1.7 .5 .9 .8 .7 .7 1.1 .5 .7 .3 .5 .8 .7 .3 .3 .5 .4 .7 .6 .5 .8 CA 1.0 .4 .5 1.0 .6 1.7 CA .6 .6 .7 .5 .9 .4 .6 .4 .7 .9 .7 .2 CA .8 .6 .9 .8 .8 .7 .6 .0 .5 .4 .9 .8 .5 .9 .9 .7 .7 .6 .5 .7 CA .3 .9 .5 .7 CA 1.8 .9 .7 .7 1.2 1.2 .7 2.2 .4 .8 .8 .8 1.9 1.7 .8 .7 .6 .6 1.0 CA .3 .4 2.3 5 .4 1.1 2.7 2.5 3.1 1.5 2.7 1.5 .6 2.7 .3 .0 .8 .3 .2 .7 .6 .7 .8 1.4 .7 3 .4 .9 2.8 7 .5 1.5 2.8 3.5 3.8 2.8 2.7 2.2 .8 2.7 .3 .4 .7 2.5 2.3 .2 .8 .7 .7 .6 .4 .3 .7 .5 2.3 2.3 .8 1.3 1.6 3.1 4.0 2.9 3.7 2.7 2.2 1.6 3.2 .4 .4 .7 2.3 2.7 .7 .8 .6 .7 .9 2.0 .6 .6 .9 .7 .9 .6 1.3 1.8 2.5 2.8 2.7 2.7 2.5 1.9 1.8 2.7 .3 .6 .6 2.3 2.3 .5 .9 .6 .8 .6 2.0 1.7 1.5 .8 1.2 .9 .3 .4 1.6 1.8 2.5 2.0 2.5 2.3 .6 1.9 2.3 .3 .4 .5 .6 2.6 .6 .6 .6 .6 .5 .5 .6 .5 .9 1.0 1.6 1.8 1.4 2.0 1.6 1.6 2.0 2.0 2.7 .7 .2 .3 .4 .4 2.7 .4 .4 .5 .7 .8 1.0 .9 .8 .7 1.1 .9 .0 .6 .8 .4 2.3 1.5 1.8 1.5 2.0 2.9 1.6 .2 .3 .4 .4 2.3 .4 .3 .4 .4 .8 .6 2.0 .8 .8 1.0 .2 .0 .7 2.0 .5 2.6 1.9 1.6 1.6 2.0 2.7 .5 .2 .4 .3 .4 2.5 .4 .3 .4 .4 .7 .6 2.4 .8 .8 .2 .5 .0 2.0 1.9 1.8 2.4 1.7 .3 5 .6 2.8 .6 .3 .4 .4 .4 2.5 .4 .3 .4 .4 .6 .6 2.4 2.0 .0 .5 1.3 2.0 2.0 1.8 2.6 1.6 1.4 1.7 1.6 2.5 2.0 2.3 .3 .4 .4 2.4 .4 .3 .5 .5 .4 .5 2.4 1.8 .6 1.5 1.2 .2 2.8 1.9 2.0 2.3 1.7 .9 1.7 2.0 2.1 2.1 2.4 .4 .5 .4 2.3 .4 .3 1.3 .7 1.3 .6 2.4 .8 OAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 7.6 1.4 5 2.8 .5 2.6 .3 .5 3.0 2 .5 2.4 .4 .8 3.1 .3 2.2 4.6 .4 2.7 7.6 .4 .8 5.4 .4 .9 2.7 .3 .7 .7 .3 .6 1.7 .3 7 .5 .2 o 2.2 .3 .4 3.1 .3 .7 3.8 .3 .8 4.0 .4 .6 2.8 .3 .3 2.6 .3 1.2 2.7 .1 .2 2.9 .0 .2 2.7 .0 .3 2.8 .0 .4 2.6 .4 2.8 .2 AVG MAX MIN .0 744 10 65 NG DATA MOORS AVAILABLE = CALIBRATION HooRS = MISSING HooRS = BLANK = MISS TOTAL NUMBER NUMBER 86.7 o MN = MAINTENANCE = MOORS = AU = AIIlIT DATA CAPTURE (PERCENT) NUMBER OF MAINTENANCE CA . CALIBRATION 645 o NVALlDATED. 24 NVALlDATED HooRS HooRS = = GOOO AUO IT HooRS BUT NUMBER OF NUMBER OF NUMBER OF COLLECTED = DATA OF OF ... I-HOUR AVERAGES (PPH) - .. CARBON HONOXIDE . PARTS PER HILLION .. .. PARAHETER UN ITS - .... - - - WASHINGTON .... BOTHELL .. NORTH CREEK BUSINESS PARK - ... - QUADRANT CORPORATION FEBRUARY 1993 .. - - ''- SITE DATA 23 24 22 23 21 22 20 21 19 20 8 9 7 18 16 7 15 16 14 15 13 14 (PST) 12 13 HOURS 11 12 o 11 09 10 08 09 07 08 06 D7 05 06 04 05 03 04 02 03 01 02 FOll 00 01 HR-BEG HR.END HIN .6 .2 .9 .1 .9 .1 .0 .2 .5 .4 .2 .9 .6 .6 .4 HAX 3.8 2.8 4.7 3.3 6.3 2.7 1.8 4.2 2.6 2.8 3.6 2.7 2.9 2.1 2.0 AVG 2.0 1.5 2.2 1.3 2.4 1.4 1.1 2.2 1.3 1.5 2.1 2.0 .8 .0 .1 .9 .5 2.3 1.3 2.7 1.8 1.5 2.2 .5 2.1 2.4 2.5 1.9 1.1 1.5 HN HN HN HN HN HN HN HN HN HN HN HN HN 2.1 1.6 2.5 1.4 2.8 2.0 1.5 2.5 .5 2.2 2.0 2.4 1.8 1.3 1.6 HN HN HN HN HN HN HN HN HN HN HN HN HN 1.9 1.7 2.3 1.7 2.5 1.9 1.5 2.5 .5 2.3 2.0 2.1 1.7 .8 1.4 HN HN HN HN HN HN HN HN HN HN HN HN HN .9 .6 2.0 1.7 2.3 .9 .5 2.8 .6 .9 2.5 1.9 1.5 .6 1.2 HN HN HN HN HN HN HN HN HN HN HN HN HN 2.2 1.5 2.1 1.0 3.2 1.4 1.4 2.5 .6 1.8 2.8 1.9 1.3 .7 1.4 HN HN HN HN HN HN HN HN HN HN HN HN HN 3.2 1.6 4.4 .6 4.6 1.5 1.3 3.3 1.5 2.6 3.2 2.0 1.2 .6 .9 HN HN HN HN HN HN HN HN HN HN HN HN HN 3.8 1.7 4.7 .2 6.3 1.2 .7 3.5 1.1 2.8 3.6 2.7 1 .6 1.0 HN HN HN HN HN HN HN HN HN HN HN HN HN 2.5 .4 3. .2 4.1 1.0 .1 4.2 .9 2.8 1.3 .1 .7 .6 .8 HN HN HN HN HN HN HN HN HN HN HN HN HN . 1 .2 .9 .1 2.8 . 1 .0 1.5 .8 1.6 1.5 .9 .6 .6 .6 HN HN HN HN HN HN HN HN HN HN HN HN HN .6 .2 .9 .1 .5 .2 .0 .2 .7 .5 1.4 .9 .6 .6 .4 HN HN HN HN HN HN HN HN HN HN HN HN HN .8 .3 1.1 .2 .9 .2 .0 .3 .5 .4 1.8 .9 .7 .6 .5 HN HN HN HN HN HN HN HN HN HN HN HN HN .2 .3 .6 .2 .0 .2 .0 .5 .6 .4 2.2 . 1 .8 .7 .7 HN HN HN HN HN HN HN HN HN HN HN HN HN 2.2 .5 2.6 .3 2.5 .4 CA 2.3 1.4 1.0 2.3 .7 .1 .9 .6 HN HN HN HN HN HN HN HN HN HN HN HN HN 2.4 2.3 2.9 2.5 3.4 1.2 1.5 3.4 1.8 1.6 2.6 2.4 1.6 .9 1.0 HN HN HN HN HN HN HN HN HN HN HN HN HN 2.5 2.5 2.3 3.3 3.9 1.4 1.0 3.8 2.6 2.3 3.1 2.5 2.6 .9 2.0 HN HN HN HN HN HN HN HN HN HN HN HN HN 2.7 2.8 2.2 3.0 3.4 1.8 .9 3.4 2.5 2.1 2.6 2.5 2.9 .9 1.7 HN HN HN HN HN HN HN HN HN HN HN HN HN 2.0 2.4 2.3 2.5 2.5 1.9 1.0 2.6 2.3 2.0 2.4 2.1 2.4 .9 1.6 HN HN HN HN HN HN HN HN HN HN HN HN HN 1.7 2.2 2.0 2.6 1.9 1.8 1.0 1.9 1.8 1.5 2.1 2.0 2.4 .9 .3 HN HN HN HN HN HN HN HN HN HN HN HN HN .2 2.1 .4 .6 .1 1.9 1.5 .6 .6 .0 1.5 1.9 2.5 .0 .1 HN HN HN HN HN HN HN HN HN HN HN HN HN .4 .7 .3 . 1 .0 .8 .6 .3 . 1 .9 .2 2.0 2.5 .1 .0 HN HN HN HN HN HN HN HN HN HN HN HN HN .5 2.0 1.6 1.4 .9 2.1 1.4 1.2 1.7 1.0 1.5 2.2 2.7 1.2 .9 HN HN HN HN HN HN HN HN HN HN HN HN HN .8 2.0 1.6 1.6 .9 2.0 1.5 1.4 2.0 .6 1.5 2.2 2.7 1.3 .9 HN HN HN HN HN HN HN HN HN HN HN HN HN 2. 1.9 1.6 1.7 1.0 2.2 1.6 1.5 2.1 .6 1.5 2.4 2.7 2.0 .9 HN HN HN HN HN HN HN HN HN HN HN HN HN 2.3 2.0 1.7 2.0 . 1 2.7 1.8 2.0 2.2 .6 1.9 2.5 2.7 2.1 1.3 HN HN HN HN HN HN HN HN HN HN HN HN HN OAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 6.3 .7 .8 2.7 .5 .9 2.8 .5 .8 2.5 .5 .7 2.8 .6 1.7 3.2 .6 2.2 4.6 .6 2.3 6.3 .2 1.6 4.2 .1 .0 2.8 .0 .6 .5 .0 .6 .8 .0 .8 2.2 .0 1.4 2.6 .3 2. 3.4 .9 2.4 3.9 .9 2.4 3.4 .9 2. 2.6 .9 1.8 2.6 .9 1.5 2.5 .0 .4 2.5 .9 .6 2.7 .9 .6 2.7 .6 .7 2.7 .6 1.9 2.7 .6 AVG HAX HIN .0 53.4 312 OATA CAPTURE (PERCENT) = NUHBER OF HAINTENANCE HOURS = 359 o o HooRS HooRS = OF GOOO OF AUDIT OF HOURS = OATA COLLECTED BUT NUMBER NUMBER NUMBER 6n HooRS AVAILABLE = CALIBRATION HOURS = HISSING HOURS = TOTAL NUMBER OF NUMBER OF = HN = HAINTENANCE AU = AUDIT CA = CALlBRATlOH NVALlDATED = NVALlDATED o BLANK = HISSING DATA I I ~ I I I I I I I I I , II I ., I I il il APPENDIX'E MONTHLY WIND DIRECTION SUMMARIES - - -- ~ -.. - -- ;:II!I WASHINGTON - .... BOTHELL NORTH CREEK BUSINESS PARK -- -- - QUADRANT CORPORAT NOVEMBER 1992 ON - SITE DATA - (10-METERS) RECTlON WIND 0 DEGREES PARAMETER UNITS 20 21 9 20 B 19 7 18 16 7 15 16 14 15 13 14 (PST) 12 13 HOURS 11 2 10 11 09 o 08 09 07 08 06 07 05 06 04 05 03 04 02 03 01 02 FOR 00 01 HR-BEG HR-ENO 23 24 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 248 ln 215 343 347 341 191 24 335 143 346 22 23 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 330 173 14 347 347 349 183 127 343 146 359 MA I NTENANCE 21 22 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 20 174 349 345 357 349 74 175 1 132 356 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 17 168 5 350 347 354 71 135 355 179 358 36.7 = 456 MN = MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 349 165 4 342 349 354 8 142 356 139 347 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 23 160 1 354 351 351 163 346 355 122 348 DATA CAPTURE (PERCENT) = NUMBER OF MAINTENANCE HOURS CA = CALIBRATION T MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 11 147 360 352 3 293 156 325 360 132 9 AU = AUD MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 82 161 294 137 131 143 151 71 3 137 12 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 137 143 359 156 148 127 147 166 321 135 353 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 161 130 339 127 147 137 153 ln 170 140 340 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 157 143 343 156 148 105 171 148 143 132 329 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 130 151 346 155 86 57 148 146 159 160 329 264 o o MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 135 128 335 170 63 41 132 142 130 NVALlOATED = NVALlDATED 168 215 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 173 126 HOURS HOURS = 312 239 7 25 50 131 126 188 131 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 121 135 154 341 349 58 350 131 56 30 168 NUMBER OF GOOO NUMBER OF AUDIT NUMBER OF HOURS = OATA COLLECTEO BUT MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 31 125 157 341 342 347 351 145 342 116 00 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 95 132 133 360 332 337 344 147 1 179 34 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 187 140 166 353 332 350 346 146 1 151 78 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 31 146 226 43 334 11 355 103 349 343 171 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 3 51 195 360 332 340 319 121 212 317 73 HOURS AVAILABLE CALI BRAT I ON MISSING HOURS = BLANK = MISSING DATA 720 o o MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 35 153 180 346 352 334 341 115 45 2 70 - HOURS = MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN n 148 184 303 337 345 341 342 130 353 165 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 2 311 181 11 324 347 351 19 136 3 167 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 327 354 184 360 353 353 344 7 124 15 56 OF OF DAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 TOTAL NUMBER NUMBER - - (10-METERS) .. WIND DIRECTION DEGREES .. .. PARAMETER UNITS - ,JI!!!II - - - WASHINGTON - BDTHEll - NORTH CREEK BUSINESS PARK - - - QUADRANT CORPORATION DECEMBER 1992 - - - SITE DATA - 23 24 22 23 21 22 20 21 19 2D 8 19 7 18 16 17 5 16 14 15 13 14 (PST) 12 13 HOURS 11 12 lD 11 D9 10 08 09 07 08 06 07 05 06 04 05 03 04 02 03 01 02 FOR 00 01 HR-BEG HR-END 173 355 331 343 355 352 9 173 338 14 354 356 170 In 128 345 349 118 143 161 In lD8 173 344 62 46 15 117 349 4 50 350 349 334 349 350 7 349 81 359 227 8 36D 163 16D 90 128 349 217 13D 167 14D 140 175 345 167 132 354 73 347 356 44 348 340 329 356 350 70 180 174 359 189 351 14 152 187 92 351 2 360 139 175 158 137 173 357 153 150 25 38 353 355 62 349 204 350 338 21 113 252 75 2 337 359 344 129 352 350 8 4 357 139 175 357 108 173 353 141 120 52 111 351 11 5 83 348 353 161 104 2 174 354 353 345 294 137 350 352 58 84 360 132 183 357 146 171 360 154 129 359 115 351 350 75 299 342 324 352 181 85 360 173 3 5 355 348 144 3 75 360 359 128 180 358 137 168 346 145 153 349 95 349 327 5 37 09 340 61 13 353 171 159 307 339 354 128 91 350 82 76 355 148 175 12 144 174 346 149 130 3 112 348 351 52 352 345 354 05 171 142 348 169 123 225 314 358 160 104 27 40 24 358 160 81 8 168 184 356 134 141 5 65 349 353 39 35 327 18 142 161 130 132 161 149 153 9 356 147 133 107 5 356 12 163 187 139 159 73 335 146 121 40 28 345 349 4 347 332 351 142 84 29 22 53 158 124 352 142 125 161 133 16 348 360 168 187 170 165 175 350 130 308 28 4 16 8 357 345 338 329 42 81 158 171 124 347 153 291 129 59 357 335 12 143 16 157 191 180 156 175 20 115 271 28 316 353 28 341 34 346 327 136 191 24 30 40 n 158 347 175 248 137 54 7 339 220 145 191 193 158 172 11 28 204 334 9 3 352 23 345 345 153 99 140 196 334 30 63 342 4 65 31 44 134 173 180 101 173 2 150 89 7 346 38 146 167 160 175 173 18 91 206 146 359 140 24 157 136 75 93 10 33 4 137 212 84 345 340 109 144 36 75 65 335 170 193 340 353 7 346 214 36 339 27 343 144 137 174 6 329 109 12 229 45 357 7 240 317 321 352 347 345 141 18 127 n 70 11 163 184 314 80 350 360 68 56 32 85 341 306 358 350 352 50 4 11 5 44 27 14 187 165 344 4 194 354 360 51 354 344 320 5 344 336 350 94 160 152 184 342 359 9 328 14 185 64 14 146 137 185 147 305 6 193 183 345 116 349 35 306 296 321 340 345 19 175 130 174 358 345 360 4 302 163 18 354 345 146 114 135 180 149 195 143 180 94 346 126 343 345 341 160 94 337 359 356 158 115 183 4 338 7 342 358 81 3 90 5 137 137 118 183 167 139 337 182 317 352 124 342 348 316 306 348 328 349 10 161 137 194 28 346 347 353 124 81 308 131 65 137 133 133 179 162 170 196 191 191 326 82 347 358 333 355 338 347 339 2 347 143 174 30 321 352 264 39 311 130 297 146 152 173 163 148 175 148 172 331 356 100 354 360 335 344 318 324 332 356 346 147 191 20 353 360 344 218 30 180 143 92 130 143 151 173 192 n 327 167 140 346 131 347 21 350 352 7 345 33D 351 337 317 90 16 3 193 7 183 224 352 136 350 146 143 151 n 355 n o 61 39 35 88 351 23 358 346 9 330 349 344 351 351 183 360 350 350 352 180 360 352 353 340 42 28 54 173 180 175 337 5 156 2 101 346 15 DAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3D 31 MAINTENANCE 100.0 = 0 MN = (PERCENT) = NTENANCE HOURS T AU = AUD DATA CAPTURE NUMBER OF MA ON CA = CAll BRAT 744 o o HOURS HOURS = NVAllDATED = NVAlIDATED = GOOD AUDIT HOURS BUT NUMBER NUMBER NUMBER COllECTED OF OF OF = DATA TOTAL HOURS AVAILABLE = 744 NUM8ER OF CALIBRATION HOURS 0 NUMBER OF MISSING HOURS = 0 BLANK = MISSING DATA . - - (10-METERS) - - ~IND DIRECTION DEGREES - PARAMETER UNITS - - ,. - - ~ASHINGTON ... BOTHELL - NORTH CREEK BUSINESS PARK - - - QUADRANT CORPORATION JANUARY 1993 '.- - - SITE DATA FOR - 23 24 22 23 21 22 20 21 19 20 18 19 17 18 16 7 15 16 14 15 13 14 (PST) 12 13 HOORS 11 12 10 11 09 10 08 09 07 08 06 07 05 06 04 05 03 04 02 03 01 02 00 01 HR-BEG HR-END 5 31 156 304 338 353 n 10 339 350 343 337 358 321 359 354 337 347 111 In 340 358 133 178 9 145 129 234 348 358 348 345 1 149 350 342 157 46 360 331 344 338 327 4 349 329 325 324 350 113 In 348 333 146 178 6 148 159 288 349 331 353 350 68 149 354 348 341 137 122 343 346 349 338 16 357 313 3 346 285 83 174 346 360 146 180 346 150 190 293 330 344 356 8 48 144 4 328 145 306 348 347 345 348 354 354 345 340 348 352 39 173 346 353 146 180 334 141 31 75 10 342 356 357 9 140 360 325 332 130 336 357 359 335 339 31 330 358 350 350 14 121 In 353 342 131 176 350 140 343 148 345 343 314 254 14 134 4 336 3 356 345 343 348 337 345 9 356 44 351 349 333 142 175 353 131 173 138 44 140 352 344 11 229 3 164 4 354 360 8 350 354 357 11 345 360 2 2 352 337 338 146 184 352 17 151 170 88 143 13 35 358 135 356 316 22 163 26 342 355 152 23 346 9 347 55 345 34 349 191 343 160 147 In 356 140 156 167 118 160 318 145 320 183 335 334 64 212 359 346 333 180 12 3 38 350 91 345 46 337 160 334 180 146 175 318 187 56 173 136 168 17 135 13 47 187 9 14 265 339 356 333 140 27 345 337 339 103 349 13 291 150 330 194 156 n 229 201 154 73 60 167 18 167 292 195 53 7 40 87 344 340 345 300 317 319 339 328 82 345 357 170 352 332 191 143 75 201 202 328 173 140 156 270 129 31 168 146 350 229 67 109 346 352 332 318 225 306 93 53 333 348 187 351 328 n 136 184 179 98 66 156 76 165 135 133 180 307 79 336 70 168 154 347 338 352 314 142 338 20 51 329 347 161 In 330 133 142 181 141 208 20 162 10 173 201 143 148 161 153 143 25 158 150 347 348 334 337 15 354 129 347 73 349 73 53 334 360 129 175 152 228 286 160 293 160 123 156 135 152 35 359 349 164 337 353 25 345 353 350 334 345 337 121 126 50 58 3 352 129 170 173 54 340 163 129 170 141 136 94 18 43 32 347 146 359 32 73 341 353 338 349 354 332 3 63 17 64 155 337 126 148 155 283 358 48 n 63 140 150 306 348 74 176 353 134 4 360 350 5 359 311 329 354 342 348 58 11 165 119 334 153 124 152 325 338 143 334 156 118 148 70 346 167 18 352 134 345 357 34 334 31 326 335 353 328 357 12 8 37 291 329 135 122 158 347 352 158 243 161 140 135 9 336 23 7 346 131 355 356 349 330 44 342 343 345 333 19 13 350 90 304 8 127 107 173 339 308 141 176 155 178 127 4 336 338 299 170 105 150 236 138 325 91 347 348 344 328 353 349 17 349 315 351 131 92 161 328 351 147 176 143 160 359 164 18 360 744 o o SSING DATA 341 351 130 150 158 260 320 114 341 348 344 334 354 344 357 46 314 334 135 6 170 330 315 149 175 147 53 309 29 347 339 TOTAL HOORS AVAILABLE = NUMBER OF CALIBRATION HOORS = NUMBER OF MISSING HOORS = BLANK = M 350 4 164 146 109 338 349 116 319 355 351 341 205 348 11 344 329 152 68 168 342 26 46 181 61 153 88 211 336 353 60 43 148 187 343 239 103 343 346 346 346 336 340 340 343 332 333 360 85 173 336 350 153 182 142 141 318 131 333 8 347 358 146 156 312 324 330 95 161 351 349 344 357 350 85 356 344 326 350 90 173 341 349 131 178 165 146 29 136 343 343 OAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2.0 21 22 23 24 25 26 27 28 29 30 31 100.0 = 0 MN = MAINTENANCE DATA CAPTURE (PERCENT) = NUMBER OF MAINTENANCE HOORS T AUO AU = CA = CALIBRATION 744 o o HOORS HOORS = NVALlOATED . NVALlDATED = OF Gooo OF AUDIT OF HOORS = DATA COLLECTED BUT NUMBER NUMBER NUMBER - - (10-METERS) - - IIINO OIRECTION OEGREES - PARAMETER UNITS - - - - - IIASHINGTON - BOTHELL - NORTH CREEK BUSINESS PARK, - - - QUAORANT CORPORATION FEBRUARY 1993 - - - SITE DATA - 23 24 22 23 21 22 20 21 19 20 8 9 17 18 16 17 IS 16 14 IS 13 14 (PST> 12 13 HOURS II 12 o II 09 10 08 09 07 08 06 07 05 06 04 05 03 04 02 03 01 02 FOR DO 01 HR-BEG HR-ENO 330 338 326 353 356 339 345 357 143 345 354 351 360 164 332 MN MN MN MN MN MN MN MN MN MN MN MN MN 357 22 345 353 359 345 348 349 137 332 352 351 360 205 344 MN MN MN MN MN MN MN MN MN MN MN MN MN 342 340 346 352 12 348 350 354 150 351 340 354 356 349 355 MN MN MN MN MN MN MN MN MN MN MN MN MN 34 359 342 342 340 349 350 345 158 350 9 356 335 340 2 354 352 352 347 MN MN MN MN MN MN MN MN MN MN MN MN MN 51.9 = 312 353 358 359 75 350 345 350 349 333 33 MN MN MN MN MN MN MN MN MN MN MN MN MN 73 o 40 207 337 318 320 MN MN MN MN MN MN MN MN MN MN MN MN MN DATA CAPTURE (PERCENT) = NUMBER OF MAINTENANCE HOURS 34 349 23 24 9 335 352 351 163 357 354 355 345 327 24 MN MN MN MN MN MN MN MN MN MN MN MN MN 359 66 3 123 160 351 45 350 157 353 3 244 346 328 326 MN MN MN MN MN MN MN MN MN MN MN MN MN 144 85 343 130 179 344 155 345 205 141 228 141 359 154 164 175 180 295 148 198 345 328 315 MN MN MN MN MN MN MN MN MN MN MN MN MN 161 163 231 135 201 345 338 333 MN MN MN MN MN MN MN MN MN MN MN MN MN 5 158 155 In 38 78 340 341 330 MN MN MN MN MN MN MN MN MN MN MN MN MN 91 140 173 46 215 223 60 218 90 50 138 147 132 ISO 140 126 161 9 163 351 347 323 MN MN MN MN MN MN MN MN MN MN MN MN MN 349 o o 30 52 338 281 173 18 100 347 47 198 MN MN MN MN MN MN MN MN MN MN MN MN MN 46 94 213 149 113 52 350 92 n 123 95 281 336 339 7 15 129 21 355 3 352 339 20 345 4 29 347 341 349 325 20 12 353 353 336 356 349 306 324 356 23 9 343 12 326 352 148 342 328 332 332 356 o 352 354 17 336 356 330 326 344 343 330 346 66 348 3 337 343 349 335 350 348 342 346 355 31 41 35 140 140 6 167 120 357 MN HOURS HOURS = = MN MN MN MN MN MN MN MN MN MN MN MN 5 24 30 80 18 357 75 354 MN MN MN MN MN MN MN MN MN MN MN MN MN NUMBER OF GOOD NUMBER OF AUDIT NUMBER OF HOURS COLLECTED BUT 339 16 21 14 33 350 132 9 MN MN MN MN MN MN MN MN MN MN MN MN MN 340 91 62 351 30 186 131 334 MN MN MN MN MN MN MN MN MN MN MN MN MN 339 327 340 339 47 357 123 334 MN MN MN MN MN MN MN MN MN MN MN MN MN 329 337 354 350 198 336 lIS 347 MN MN MN MN MN MN MN MN MN MN MN MN MN 329 348 348 356 12 280 151 354 MN MN MN MN MN MN MN MN MN MN MN MN MN HOURS AVAILABLE = 672 CALIBRATION HOURS' 0 MISSING HOURS = 11 BLANK = MISSING DATA 335 357 4 338 137 356 ISO 329 MN MN MN MN MN MN MN MN MN MN MN MN MN 330 344 345 305 8 148 170 337 MN MN MN MN MN MN MN MN MN MN MN MN MN 332 345 169 347 348 128 195 342 MN MN MN MN MN MN MN MN MN MN MN MN MN 334 349 151 332 349 341 355 141 MN MN MN MN MN MN MN MN MN MN MN MN MN DAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 TOTAL NUMBER NUMBER MN = MAINTENANCE IT AU = AUD BRATION CA = CAL NVAllOATEO = NVAllOATEO = DATA OF OF I I I I I II I I I I I I I I I I I I I APPENDIX F MONTHLY WIND SPEED SUMMARIES - - - WIND SPEED (lD-METERS) MILES PER HOOR - - PARAMETER UNITS - - - - - WASHINGTON - BOTHELL - NORTH CREEK BUSINESS PARK - - - ON - OUADRAHT CORPORAT NOVEMBER 1992 - - SITE: DATA FOR - 22 23 21 22 20 21 19 2D 18 19 17 18 16 17 15 16 14 15 13 14 (PST) 12 13 HOORS 11 12 D 11 09 10 D8 09 07 08 06 D7 05 06 04 05 03 D4 02 D3 Dl 02 DD 01 HR-BEG HR-END MIN .0 .0 .D .D .D .D .4 .0 .D .D .0 MAX 2.4 13.0 10.1 2.6 6.6 4.0 6.7 6.7 3.D 6.7 14.3 AVG .2 5.5 3.2 .5 2.1 .9 2.3 2.1 .6 1.2 4.7 23 24 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .0 0.4 .1 1.D 1.4 .4 .6 3.4 .0 6.7 .6 MN MN MN MN MN MH MN MN MN MN MN MN MN MN MN MN MN MN MN .D 12.2 .D .5 2.2 .9 1.0 4.2 .6 4.0 .3 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .D 13.0 1.5 .5 2.1 .6 2.0 1.3 .6 .8 .1 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .D 9.5 .D .3 3.2 .4 2.7 .4 .2 .1 .1 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .D 8.2 .5 .5 1.8 3.6 .4 .0 .D 2.6 .5 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .0 7.0 .1 .6 3.2 2.6 1.2 .2 .0 2.1 .6 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .D 7.D .2 1.1 1.2 .5 2.3 1.8 .3 2.9 .0 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .0 7.3 .2 .3 2.9 .0 4.1 .9 .4 .2 .0 MN MN MN MN MN MN MN MN MH MN MN MN MN MN MN MN MN MN MN .1 6.0 .6 .5 6.2 2.4 3.9 3.9 .1 .4 .4 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 1.2 5.4 2.2 1.3 6.6 4.0 3.7 6.7 .9 1.9 3.6 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .5 4.3 7.6 2.6 5.D 2.4 4.7 5.4 .7 .3 8.6 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 1.2 3.7 7.5 1.4 3.1 .2 6.7 4.1 1.0 .6 8.1 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 2.4 5.5 5.8 .4 1.9 .0 6.3 2.8 2.0 .6 3.D MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .2 7.5 3.5 . 1 .9 .1 .0 .0 2.3 4.6 .9 MN MN MN MN MN MH MN MN MN MN MN MN MN MN MN MN MN MN MN .0 7.4 .4 .8 .1 .D 2.8 .9 .1 .3 .0 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .0 6.1 .0 .0 .4 .0 2.1 2.2 .D .0 .0 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .0 4.6 .0 .0 .6 .0 1.8 1.9 .7 .D 4.9 MN MN MN MN MN MN MH MN MN MN MN MN MN MN MN MN MN MN MN .0 4.6 .0 .5 .5 .0 .4 1.3 .0 .D 2.7 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .0 .5 1.5 .1 .7 .3 .5 1.4 .1 .0 3.3 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .D .4 6.6 .1 1.1 .6 1.1 1.2 .0 .0 14.3 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .0 .6 9.0 .0 2.3 .9 .9 .3 .0 .0 14.1 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .0 .2 9.0 .0 1.2 .6 .6 .0 .1 .0 12. MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .0 .0 0.1 .0 .5 .4 .8 .0 .6 .0 9.1 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .0 .0 9.9 .0 1.8 .8 .8 .2 3.0 .0 4.8 DAY 1 2 3 4 5 6 7 8 9 lD 11 12 13 14 15 16 17 18 19 2D 21 22 23 24 25 26 27 28 29 30 2.1 2.2 lD.4 .0 2.4 12.2 .D 2.1 13.0 .0 .6 9.5 .0 1.6 8.2 .0 .6 7.0 .0 .6 7.D .D 7 7.3 .D 2.3 6.2 .1 3.4 6.7 .9 3.8 8.6 .3 3.4 8.1 .2 2.8 6.3 .0 .9 7.5 .0 1.3 7.4 .0 .0 6.1 .0 1.3 4.9 .0 .8 2.7 .D .7 13.3 .0 2.3 14.3 .0 2.6 14.1 .0 2.2 12.1 .D 2. 0.1 .0 .9 9.9 .0 AVG MAX MIN .D 14.3 MAINTENANCE 36.7 456 MN . DATA CAPTURE (PERCENT) . NUMBER OF MAINTENANCE HOORS . IT AU . AUD CA . CALIBRATION 264 o D HOORS HOORS . NVAlIDATED . NVAlIDATED . GOOD AUD IT HOORS . DATA COLLECTED BUT OF OF OF NUMBER NUMBER NUMBER no o D MISSING DATA TOTAL HOORS AVAILABLE . NUMBER OF CALIBRATION HOORS . NUMBER OF MISSING HOORS . BLAHK . - - - ~IND SPEED (10-METERS MILES PER HOUR - - PARAMETER UNITS - - - - - ~ASHINGTON - BOTHELL - NORTH CREEK BUSINESS PARK, - - - QUADRANT CORPORATION DECEMBER 1992 - - - SITE DATA FOR - MIN .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .1 .0 .0 .1 .0 .0 .0 .1 .0 .0 .1 .0 .0 23 24 22 23 21 22 20 21 19 20 18 19 17 18 16 17 15 16 14 15 13 14 PST) 12 13 HOURS 11 12 o 11 09 o 08 09 07 08 06 07 05 06 04 05 03 04 02 03 01 02 00 01 HR-BEG HR-END MAX 4.5 8.9 4.4 8.1 4.1 8.3 7.2 3.2 9.7 6.4 2.5 7 0.8 12.2 4.7 5.0 4.9 2.6 4.6 8.4 6.0 10.1 11.3 8.8 9.3 8.8 5.5 7.5 8.4 3.2 6.2 AVG .8 2.5 .9 2.4 1.1 3.4 1.1 7.3 5.3 1.7 .2 .0 1.8 2.0 .5 .9 1.3 .4 2 4.0 1.6 4.7 5.6 2.5 2.3 4.2 1.1 1.7 3.2 .6 2 .0 .0 1.1 .5 .8 4.2 .0 10.6 .7 .3 .0 .0 0.8 .0 .0 2.6 1.3 6.0 3.8 1.3 9.2 .2 7.5 2.5 1.6 7.5 .1 .3 .0 o .3 .0 .4 2.5 .0 11.1 2.5 3.9 .0 .0 9.5 .3 .0 .2 .8 .0 .8 7.1 .8 .3 9.4 .9 8.7 1.6 4.4 2.5 .2 3.2 .0 .0 .0 .8 .3 .0 1.6 .0 12.7 .5 3.0 .0 .0 5.5 .1 .0 3.4 .0 1.0 2.0 7.3 .2 .1 .3 .1 9.3 .1 4.1 1.1 2.7 2.5 .0 11 .0 .3 .6 1.5 .0 6.3 .0 13.2 .7 .0 .0 .0 4.5 .0 .0 3.4 .0 .3 1.1 6.0 .3 8.5 .0 7.5 .2 1.0 4.0 2.6 .4 o .0 .0 .0 2.6 1.7 4.6 .0 12.4 .0 .0 .0 .0 4.9 .4 .0 3.1 .0 .0 1.2 7.5 .2 .8 7.6 .0 6.5 2.0 .3 4.7 3.9 2.1 .0 o .2 3.8 .3 3.2 .0 11.6 .2 .2 .0 o 3. .0 .0 .9 .0 .3 3.2 8.4 .8 .4 7.6 .3 4 1.5 .7 2.5 3.9 2.8 .0 3. .8 .0 3.8 3.4 .8 .0 o .2 .2 2.7 1.3 6.0 .1 0.6 .2 .0 .0 .2 .2 .0 5.0 .0 2 7.3 .0 1.7 7.2 .0 .9 3.1 5.0 2.0 .6 3.3 6.6 2.6 7.3 1.6 6.0 1.0 8.7 4.9 .3 .0 .0 .9 .4 .4 .4 3.5 .0 3.0 6.3 .9 1.9 6.5 1.6 1.5 1.2 1.0 1.5 8.4 .3 5.2 .9 o 5.2 .0 4.7 .0 1.4 2.4 4.5 3.2 7. .2 1.5 2.4 .0 .0 .0 1.6 .5 .0 1.5 .0 .3 1.0 7.2 .0 3.7 5.9 1.6 3.6 .6 1.5 1.9 .1 3.9 .0 4.7 .2 3.7 .0 3.8 .0 .3 4.5 8.3 4.4 8.0 3.2 6.2 1.7 7.1 6.2 .0 .7 .0 .8 2.0 1.9 .0 4.9 .6 4.5 4.3 2.2 3.7 7.9 5 7 .6 8.6 .0 3.7 2.9 8.3 .6 5.4 8.2 .6 .0 .0 .0 .0 5 .5 .9 3.7 2.5 4.9 6.6 4.7 .8 6.0 .8 .1 2.2 .0 .9 .5 5.9 .3 .0 .9 .0 4.6 4.2 8.9 3.0 8.1 2.7 5.6 .2 4 8.6 .4 .0 .7 .0 3.4 4.7 .9 3.5 .2 4.6 3.8 1.8 4.4 9.0 .9 .3 4.7 .0 .0 1.0 .0 6. 3.5 8.9 .6 6.9 4.1 7.2 2.6 5.4 9.7 2.0 .0 .0 .0 3.3 .4 .0 2.4 .2 .9 4.3 2.0 4.4 6.9 4.9 .0 .9 .0 .0 4.0 2.7 .5 .3 2.6 .0 .3 .0 2.7 .0 4.7 7.5 .3 2.5 .0 .0 .9 .3 .0 2.9 .7 .9 .9 8.9 7.1 3.9 .0 7.5 .0 3.0 .3 .0 5.9 .5 .0 .0 .0 .0 .4 .0 3.1 6.3 .6 .1 .0 .0 .4 .0 .0 .8 .2 2.0 .0 1.7 9.8 6.2 .7 .2 .0 7 .4 1.1 .3 1.0 4.1 6.7 6.6 5.8 .3 .0 .0 .0 .4 .0 .0 .3 4.6 .7 .7 9.5 1.0 .3 .0 8.0 .0 .9 3.1 .0 6.2 .0 .5 .0 .4 .0 .0 .0 .0 .0 1.0 .0 3.3 .8 .7 10.1 2.7 2.7 .2 8.8 .0 .0 5.6 .4 4.5 .0 8.0 .0 .0 2.9 .0 4.1 .2 3.7 .7 .5 .5 .0 2.2 .0 2 2.6 6.6 2.3 5.5 .0 3.9 .0 .2 4.1 .0 .8 .0 5.7 .0 5.9 1 .6 4.5 .0 .1 .6 .0 .4 .8 .0 2.4 .8 5.3 5.8 4.2 .1 .0 .0 .9 .4 .2 1.1 2.8 .9 .1 6.2 4.9 2.6 .0 6.2 .0 6.2 2.7 1.8 3.5 .2 .0 .0 .0 .4 .3 .0 .0 2.2 .5 .0 .8 .0 .7 4.7 6.0 4.7 .0 8.8 .4 6.6 5.5 .9 4.6 .1 .0 DAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 o 7 .4 .0 2.9 1.8 7.7 6.0 2.4 .7 .0 .4 .1 .5 .0 .0 4.6 .0 7.8 4. .6 .0 .4 7.2 5.5 8.9 6.4 .1 o .8 .1 .7 1.1 5.3 9.5 4.2 .0 .0 .0 .1 .0 .0 2.7 .2 .4 3.3 .8 8.4 1.8 3.2 .5 2.0 9.2 7.7 .2 .1 .0 .0 .9 .3 2.8 .4 .5 .7 .3 .4 3.2 8.7 1.4 .2 .0 .2 5.6 .0 .0 .9 .0 1.4 1.4 3.1 6.3 3.2 .0 .3 .9 .5 .0 7.8 .7 .1 .0 .0 0.4 .2 .0 .5 .4 .8 5.0 6.1 .3 7.0 .4 .8 .6 .1 2.0 .0 8.6 13.2 2.2 2.4 0.8 .0 2.4 11.1 .0 2.2 2.7 .0 2.0 3.2 .0 2.2 12.4 .0 2.0 11.6 o .8 0.6 .0 2.4 11.5 .0 2.7 8.7 .0 3.3 8.3 .0 3 9.0 o 2.9 9.7 o 2.6 8.6 o 2. 8.9 .0 1.5 9.8 .0 .7 6.2 .0 2.0 7.8 .0 2.0 9.5 .0 2.3 10.1 .0 .9 9.5 .0 .9 9.2 .0 .8 8.7 .0 2.0 10.4 .0 2.3 12.2 .0 AVG MAX MIN .0 00.0 o MN = MAINTENANCE OATA CAPTURE (PERCENT) = NUMBER OF MAINTENANCE HOURS = AU =r AUDIT CA = CALIBRATION 744 o o HOURS HOURS = NVALlDATED = NVALIDATED = GOOD AUDIT HOURS = DATA COLLECTED BUT OF OF OF N~BER NUMBER N~BER TOTAL HOURS AVAILABLE 744 CALIBRATION HOURS = 0 MISSING HOURS = 0 BLANK = MISSING DATA = NUMBER OF NUMBER OF - - - ~IND SPEED (10-METERS) MI LES PER HOUR - - PARAMETER UNITS - - - - - ~ASHINGTON - BDTHELL - NORTH CREEK BUSINESS PARK, - - - ON - CORPORAT 993 - QUADRANT JANUARY - SITE: DATA FOR - 23 24 22 23 21 22 20 21 19 20 18 9 7 18 16 7 15 16 14 15 13 14 (PST) 12 13 HOURS 11 12 10 11 09 o 08 09 07 08 06 07 05 06 04 05 03 04 02 03 01 02 DO 01 HR-BEG HR. END MIN .0 .0 .2 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .7 .0 .0 .0 .9 .0 .0 .0 .0 .0 .0 .0 MAX 4.4 .5 11.9 3.6 9.0 6.1 2.9 3.4 2.6 1.6 3.6 2.9 6.0 4.4 2.9 2.1 6.0 4.8 10.2 25.3 2.2 9.5 8.0 .4 12.4 8.0 5.7 5.3 3.0 1.9 4.8 AVG .5 .0 4.2 .9 2.2 1.4 .8 1.1 .4 .6 7 .1 1.1 .7 .4 .1 1.3 .8 4.5 11.4 5.6 3.3 2.0 6.0 2.6 4.8 1.4 1.9 .4 .4 7 .2 4.4 .0 .0 .0 .8 .0 .1 .6 .3 .0 o .0 .0 .0 .0 .2 .0 11.7 8.0 .0 3.0 10.1 .0 2.9 .4 .3 .0 .0 .8 .0 4.3 .0 .0 .0 .2 .0 .0 .4 1.0 .6 .0 .2 .0 .2 .8 0.4 4.3 .0 2.5 11.1 .0 3.8 .5 .0 .3 . 1 1.0 o .0 3.1 .1 .2 .1 2.9 .0 .3 .6 .7 .9 .0 .0 .1 .0 .0 .0 .6 0.8 3.6 .0 3.9 11.0 .0 4.2 .5 .0 .2 1.0 .0 .0 .0 2.7 .0 .0 .5 2.8 .1 .1 .3 .4 .2 .0 .0 .2 .2 .3 .0 .8 0.7 2.7 .9 5.6 11.4 .0 4.6 .1 .2 .0 .7 .3 o .0 3.7 .0 .0 .0 2.8 .2 .7 .3 .0 .1 o .0 .0 .4 .1 4.5 1.6 .2 .2 6.0 10.3 .0 4.0 .4 .1 .0 .4 .4 o .0 3.6 .0 .1 .0 1.6 .3 .5 .9 .0 .3 o .0 .0 .1 .2 .1 6.5 11.5 3.7 .0 5.2 9.2 .0 6.9 .7 .7 .7 .3 o .0 .0 5.2 .5 .0 .2 .8 .2 .0 .6 .0 .7 .0 .4 2.6 .3 .0 .0 8.2 9.7 .7 .0 8.0 9.2 .1 5.9 .0 .3 .0 .5 4 .0 .0 .0 .6 2.6 2.6 .3 .4 .5 .8 .3 .2 .2 .2 2.0 .0 1.6 .3 6.3 11.7 .0 .9 6.5 11.2 .8 6.5 .3 3.3 1 .0 .5 .8 .7 5.1 6.1 .2 3.1 2.6 1.0 3.6 2.3 3.5 1 2.9 .1 4.7 2.0 4.4 14.4 .8 .3 4.4 10.9 6.4 .4 3.2 .4 1.9 2.9 3.7 .0 1.5 .9 7.9 5.9 .3 3.4 1.2 1.6 2.9 2.9 4.6 .6 .2 2.1 6.0 4.7 3.8 8.4 3.0 4.9 .9 10.8 .0 6.3 1.0 1.6 .7 .7 4.8 4.4 .0 11.9 .9 7.6 5.9 .4 .2 .5 .5 .5 2.4 5.2 3.5 .2 .2 6.0 4.8 4.6 18.4 4.9 6.2 1.2 7.9 .0 7.6 .0 2.9 1.0 1.4 2.9 7 .0 11.1 2.5 8.7 4.4 .2 .8 .4 .1 2.4 6.0 3.7 .1 .2 5.9 4.0 5.2 22.2 3.6 6.0 .0 6.0 .0 7.7 .0 2.8 .3 .0 2.5 .9 .0 8.7 2.2 9.0 2.4 .3 .4 .0 .2 .0 .2 5.9 4.4 .3 2.4 .0 5.0 25.3 .9 3.8 .0 2 .1 7.8 .0 3.5 .3 .0 7 .0 .0 8.5 1.2 6.5 .0 .0 .7 .0 .0 .0 .2 .4 .2 .0 .0 3.3 .0 6.8 22.3 4.5 1.6 .0 1.0 .8 6.5 .1 5.3 .3 .0 .0 6 .0 9.5 .0 3.8 .0 .3 .1 .1 .0 .4 .0 .0 .0 .0 1.4 .0 6.3 22 7.8 .0 .0 2.1 1.9 6.8 .6 3.6 .0 .0 o .0 .0 5.0 7 .2 .1 .0 .3 .7 .4 .9 .0 .0 .0 .0 .0 .7 4.3 2.0 6.5 .0 .0 4.0 .1 8.0 .9 .2 .0 .1 .0 .0 .0 4.0 .1 .3 .5 .0 .9 .2 .5 .7 2.0 .0 o .0 .0 .0 .2 6.6 5.3 6.9 .0 5.8 2.7 5.6 .1 2.2 .0 .0 .1 .0 .0 3.6 .3 .3 .0 .1 1.6 .3 .5 .4 1 .0 .0 .0 .0 .0 .1 7.6 8.8 7.4 4.2 .0 1.2 2.4 4.7 .3 3.4 .0 .3 .0 .0 .0 3.3 .6 .1 .9 .2 .5 .4 .5 .4 .3 .0 .0 .0 .0 .0 .0 10.2 5.2 9.9 9.5 .0 1.3 3.9 1.2 1.3 2.4 .0 .0 .0 o .0 .8 .6 .0 .1 .2 .4 .1 .9 .0 .0 .0 .0 .0 .2 6.6 5.1 9.0 7.6 .0 .7 8.6 2.5 3.2 .0 .0 .2 .0 .0 .0 .3 .9 .0 .0 .0 3. .5 .7 .6 .6 .0 .0 .0 .0 .8 4.3 .7 .3 7.2 .0 2.5 12.4 2. 5.4 .9 .0 .0 .0 .0 .0 .5 2.7 .0 .3 .1 .9 .1 .4 .1 .3 .0 .0 .0 .0 .0 .5 2.3 2.9 12.2 9.2 .0 1.6 9.6 2.5 5.7 2.0 .0 .0 .0 .0 .0 .2 2.4 o .0 .4 1.5 .2 .5 1.2 .3 .0 .0 .0 .1 .4 .0 .6 .5 8.7 .0 .9 8.3 .5 4.7 .3 3.0 .1 .0 .0 .5 .2 3.6 .0 .3 8 7 .0 1.2 1.3 1.8 .0 .8 .0 .0 .0 .0 .0 .7 11.6 7.6 .0 2.3 8.8 o 4.5 .4 .7 .4 .0 DAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 25.3 2.0 .6 11.7 o .4 11.1 .0 5 1.0 .0 1.5 11.4 .0 .5 .6 .0 1.7 11.5 .0 .9 9.7 .0 2.2 11.7 .0 3.0 14.4 .1 3.5 18.4 .0 3.7 18.4 .0 3.5 22.2 .0 2.9 25.3 .0 2.3 22.3 .0 2.2 22.1 .0 .5 2.0 .0 .5 6.9 .0 .6 8.8 .0 1.7 10.2 .0 .6 9.0 .0 .8 12.4 .0 1.8 12.2 .0 1.5 11.5 .0 1.6 11.6 .0 AVG MAX MIN .0 00.0 o MN = MAINTENANCE = HClJRS :ill AU = AUDIT DATA CAPTURE (PERCENT) N~BER OF MAINTENANCE CALIBRATION CA = 744 o o HOURS HOURS = NVAlIDATED = NVALlDATED = NUMBER OF GOOD N~BER OF AUDIT N~BER OF HOURS = DATA COLLECTED BUT 744 o o SSING DATA HOURS AVAILABLE = CALIBRATION HOURS. MISSING HOURS = BLANK = M OF OF TOTAL NUMBER N~BER - - - ~IND SPEED (10-METERS) MILES PER HOUR - - PARAMETER UNITS - - - - - ~ASHINGTON - BOTHElL - NORTH CREEK BUSINESS PARK - - - SITE QUADRANT CORPORATION DATA FOR: FEBRUARY 1993 - - - - 23 24 22 23 21 22 20 21 19 20 18 9 17 8 16 17 15 16 14 15 13 14 (PST) 12 13 HOURS 11 12 o 11 09 10 08 09 07 08 06 07 05 06 04 05 03 04 02 03 01 02 00 01 HR.BEG HR. END MIN .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 MAX 2.5 5.7 2.3 11.0 4.2 4.1 7.2 1.8 6.8 3.6 1.5 4.1 5.4 6.8 9.7 AVG .3 .4 .4 3.4 .6 .6 2.0 .4 2.1 .5 .2 .6 .0 2.4 2.6 .2 .3 .5 3.9 .0 .3 .9 .2 3.7 .5 .0 .0 .0 .4 .8 .0 .2 .2 3.5 .1 .2 1.1 . 1 4.0 .1 .0 .0 .0 .7 .8 .6 .2 .7 3.9 .1 .3 .0 .4 .3 .0 .0 .0 .8 5 .2 .4 .6 3.1 .1 .2 1.3 .1 5.1 .8 .0 .0 .0 5.8 .6 .4 .6 .5 .7 .0 .0 .0 .7 .2 .2 .0 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .6 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 5 .0 .0 5.3 1.0 MN MN MN MN MN MN MN MN MN MN MN MN MN .1 .1 .1 2.9 .0 .5 .9 .4 1.9 .1 .0 .0 .1 4.9 .7 MN MN MN MN MN MN MN MN MN MN MN MN MN .0 2.4 .0 4.8 .0 .3 .8 .4 2.5 .3 .1 .2 .6 6.8 6.1 MN MN MN MN MN MN MN MN MN MN MN MN MN .0 5.0 .0 6.2 .0 .1 3.9 .0 5.7 .0 1.5 2.9 3.5 4.3 7.9 MN MN MN MN MN MN MN MN MN MN MN MN MN .6 4.0 .4 9.2 .0 .1 5.7 .6 6.B .1 1.1 2.3 4.7 6.2 8.7 MN MN MN MN MN MN MN MN MN MN MN MN MN 2.5 4.7 2.3 0.9 .0 .5 6.0 1.8 3.7 1.0 .0 2.5 5.2 6.1 9.7 MN MN MN MN MN MN MN MN MN MN MN MN MN .3 4.9 .6 .0 11 .0 1.5 6.1 1.7 3.7 2.2 .0 4.1 5.4 5.9 9.2 MN MN MN MN MN MN MN MN MN MN MN MN MN .1 5.7 .0 10.6 1.2 3.5 7.2 1.2 .7 1.6 .0 1.3 3.7 6.0 7.2 MN MN MN MN MN MN MN MN MN MN MN MN MN .8 2.2 .0 5.2 .0 4.1 6.3 .0 .0 . 1 .0 .3 1.6 1.7 2.5 MN MN MN MN MN MN MN MN MN MN MN MN MN .0 .4 .0 .0 .2 .5 .5 .0 .0 .0 .0 .0 .0 .0 .1 .0 .3 .0 .2 .0 .0 .0 .0 .0 .0 .0 .0 .3 .0 .0 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .1 .0 .0 .6 .2 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 MN MN MN MN MN MN MN MN MN MN MN MN MN .3 .1 .3 .6 .0 .3 .8 .2 .0 .0 .1 .0 .0 .3 .9 .1 .2 .0 .0 .2 .0 .8 .2 .0 .0 .2 .0 .0 .7 .0 .6 .1 .4 .3 .5 .2 .2 .0 .0 .0 .0 .0 .0 .3 .1 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN .3 .4 .5 .4 .1 .0 .0 .1 .0 .0 .0 .0 .0 .2 .0 MN MN MN MN MN MN MN MN MN MN MN MN MN .1 .1 .3 .6 .8 .0 .8 .3 .9 .0 .1 .0 .0 . 1 .0 .0 .1 .1 .4 2.6 .0 .5 .1 .0 .2 .2 .0 .0 .0 .2 .0 .0 .3 .8 3.5 .0 .4 .1 .1 .6 .8 .0 .0 .0 1.8 .8 .2 .6 .9 4.2 .0 .8 .3 .8 3.6 .6 .0 .0 .0 .1 OAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 15 16 17 18 19 20 21 22 23 24 25 26 27 28 11.0 1.2 .8 3.9 .0 .9 4.0 .0 .9 5.1 .0 1.2 5.8 .0 .2 5.3 .0 .9 4.9 .0 1.7 6.8 .0 2.7 7.9 .0 3.4 9.2 .0 3.8 0.9 .0 3.8 11.0 .0 3.3 10.6 .0 .7 6.3 .0 .2 .0 .0 .1 .3 .0 .1 1.0 .0 .3 .9 .0 .2 1.7 .0 .2 .6 .0 .2 .0 .0 .3 1.8 .0 .3 2.6 .0 .6 3.5 .0 .9 4.2 .0 AVG MAX MIN .0 53.6 312 (PERCENT) = NTENANCE HOURS = DATA CAPTURE NUMBER OF MA 360 o o GOOD HOURS = AUDIT HOURS = HOURS INVALIDATED = DATA COLLECTED BUT INVALIDATED OF OF OF NUMBER NUMBER NUMBER HOURS AVAILABLE' 672 IBRATION HOURS = 0 "ING HOURS = 0 LANK' MISSING OATA TOTAL NUMBER NUMBER MN = MAINTENANCE T AU = AUD CA = CALIBRATION = CAL MIS. OF OF I I I I I I I I I I I I I I I I I I I APPENDIX G STABILITY WIND ROSE I QUADRANT CORPORATION BOTHELL BUSINESS PARK, BOTHELL, ~A. I I I I WIND FREQUENCY DISTRIBUTION FOR ALL STABILITY CLASSES FREQUENCY BY NUMBER ~IND SPEED CLASS (MILES PER HOUR) DIR 1.0 TO 4.0 4.1 TO 7.5 7.6 TO 12.1 12.2 TO 19.0 19.1 TO 24.2 .24.2 TOTAL AVE. SPEED -----...---------------------------.----.------------------------------------------------------------------------------------- I I I I N 73 14 1 0 0 0 88 2.9 NNE 15 4 0 0 0 0 19 2.5 NE 8 0 0 0 0 0 8 1.5 ENE 13 1 0 0 0 0 14 2.5 E 12 7 0 0 0 0 19 3.5 ESE 19 12 1 0 0 0 32 3.6 SE 106 60 10 0 0 0 176 3.8 SSE 77 59 22 1 0 0 159 4.6 S 26 38 67 14 3 1 149 8.2 SS~ 10 10 1 0 0 0 21 4.4 SW 5 1 0 0 0 0 6 3.1 ~S~ 1 0 0 0 0 0 1 2.4 ~ 3 0 0 0 0 0 3 1.6 ~w 1 0 0 0 0 0 1 1.2 N~ 7 4 2 0 0 0 13 3.9 NN~ 68 40 19 0 0 0 127 4.2 -------.---------------------------------------------------------------------------------------------------------------------- TOTAL 444 250 123 15 3 836 AVE 2.3 5.6 9.3 13.7 22.2 25.3 4.6 TOTAL NUMBER OF OCCURENCES (INCLUDING CALMS) = 2088 TOTAL NUMBER OF CALMS = 1252 DATA PERIOO: NOVEMBER 20, 1992 THROUGH FEBRUARY 15, 1993 I I I I I I I I I I I QUADRANT CORPORATION BOTHELL BUSINESS PARK, BOTHELL, ~A. I I WIND FREQUENCY DISTRIBUTION FOR ALL STABILITY CLASSES FREQUENCY BY PERCENT I I ~IND SPEED CLASS (MILES PER HOUR) DIR 0.0 TO 4.0 4.1 TO 7.5 7.6 TO 12.1 12.2 TO 19.0 19.1 TO 24.2 >24.2 TOTAL ------------------------------------------------------------------------------------------------------------------------------ N 0.234195 0.006705 0.000479 0.000000 0.000000 0.000000 0.241379 NNE 0.053640 0.001916 O.OOOOOD 0.000000 0.000000 0.000000 0.055556 WE 0.021552 0.000000 0.000000 0.000000 0.000000 0.000000 0.021552 ENE 0.017720 0.000479 0.000000 O.OODOOO 0.000000 0.000000 0.018199 E 0.019157 0.003352 0.000000 0.000000. 0.000000 0.000000 0.022510 ESE 0.022031 0.005747 0.000479 0.000000 0.000000 0.000000 0.028257 SE 0.087165 0.028736 0.004789 0.000000 0.000000 0.000000 0.120690 SSE 0.065613 0.028257 0.010536 0.000479 0.000000 0.000000 0.104885 S 0.034483 0.018199 0.032088 0.006705 0.001437 0.000479 0.093391 SS~ 0.012452 0.004789 0.000479 0.000000 0.000000 0.000000 O.OlmO S~ 0.010536 0.000479 0.000000 0.000000 0.000000 0.000000 0.011015 ~S~ 0.004310 0.000000 0.000000 0.000000 0.000000 0.000000 0.004310 ~ 0.003831 0.000000 0.000000 0.000000 0.000000 0.000000 0.003831 ~N~ 0.010057 0.000000 0.000000 0.000000 0.000000 0.000000 0.010057 N~ 0.034483 0.001916 0.000958 0.000000 0.000000 0.000000 0.037356 NN~ 0.181034 0.019157 0.009100 0.000000 0.000000 0.000000 0.209291 -----------------------.-.--------------------.-.----------------------------------------------------------------------------- TOTAL 0.812261 0.119732 0.058908 0.007184 0.001437 0.000479 1.000000 I I I I I I I I I I I I RELATIVE FREQUENCY OF CALMS DISTRIBUTED ABOVE FOR ALL STABILITIES = 0.599617 DATA PERIOD: NOVEMBER 20, 1992 THROUGH FEBRUARY 15, 1993 I I I QUADRANT CORPORATION BOTHELL BUSINESS PARK, BOTHELL, ~A. I I WIND FREQUENCY DISTRIBUTION FOR STABILITY CLASS A FREQUENCY BY NUMBER I I ~IND SPEED CLASS (MILES PER HOUR) DIR 1.0 TO 4.0 4.1 TO 7.5 7.6 TO 12.1 12.2 TO 19.0 19.1 TO 24.2 >24.2 TOTAL AVE. SPEED ---------.-----------.-------------.----------------.-----------------------------------------------.------------------------- I I I N 0 0 0 0 0 0 0 0.0 NNE 0 0 0 0 0 0 0 0.0 NE 0 0 0 0 0 0 0 0.0 ENE 0 0 0 0 0 0 0 0.0 E 0 0 0 0 0 0 0 0.0 ESE 1 0 0 0 0 0 1 2.4 SE 2 0 0 0 0 0 2 1.5 SSE 3 0 0 0 0 0 3 1.5 S 1 0 0 0 0 0 1 2.2 ssw 0 0 0 0 0 0 0 0.0 sw 1 0 0 0 0 0 1 3.0 ~sw 0 0 0 0 0 0 0 0.0 ~ 0 0 0 0 0 0 0 0.0 ~N~ 0 0 0 0 0 0 0 0.0 N~ 1 0 0 0 0 0 1 1.2 NN~ 2 0 0 0 0 0 2 1.4 ------------------------------------------------------------------------------------------------------------------------------ TOTAL 11 0 0 0 0 0 11 AVE 1.7 0.0 0.0 0.0 0.0 0.0 1.7 NUMBER OF OCCURENCES OF A STABILITY = 60 (INCLUDING CALMS) NUMBER OF CALMS ~ITH A STABILITY = 49 DATA PERIOO: NOVEMBER 20, 1992 THROUGH FEBRUARY 15, 1993 I I I I I I I I I I I I , I QUADRANT CORPORATION BOTHELL BUSINESS PARK, BOTHELL, ~A. I WIND FREQUENCY DISTRIBUTION FOR STABILITY CLASS A FREQUENCY BY PERCENT I ~I ND SPEEO CLASS (MILES PER HOUR) I I I I DIR 0.0 TO 4.0 4.1 TO 7.5 7.6 TO 12.1 12.2 TO 19.0 19.1 TO 24.2 >24.2 TOTAL ---------------------------------------------.-.--------------------------------------------.--------------------------------- I I I I I I N 0.003352 0.000000 0.000000 0.000000 0.000000 0.000000 0.003352 NNE 0.000958 0.000000 0.000000 0.000000 0.000000 0.000000 0.000958 NE 0.001916 0.000000 0.000000 0.000000 0.000000 0.000000 0.001916 ENE 0.000958 0.000000 0.000000 0.000000 0.000000 0.000000 0.000958 E 0.000958 0.000000 0.000000 0.000000 0.000000 0.000000 0.000958 ESE 0.001437 0.000000 0.000000 0.000000 0.000000 0.000000 0.001437 SE 0.002874 0.000000 0.000000 0.000000 0.000000 0.000000 0.002874 SSE 0.003352 0.000000 0.000000 0.000000 0.000000 0.000000 0.003352 S 0.001437 0.000000 0.000000 0.000000 0.000000 0.000000 0.001437 SS~ 0.000958 0.000000 0.000000 0.000000 0.000000 0.000000 0.000958 S~ 0.002395 0.000000 0.000000 0.000000 0.000000 0.000000 0.002395 ~S~ 0.000479 0.000000 0.000000 0.000000 0.000000 0.000000 0.000479 ~ 0.000479 0.000000 0.000000 0.000000 0.000000 0.000000 0.000479 ~N~ 0.001437 0.000000 0.000000 0.000000 0.000000 0.000000 0.001437 N~ 0.002395 0.000000 0.000000 0.000000 0.000000 0.000000 0.002395 NN~ 0.003352 0.000000 0.000000 0.000000 0.000000 0.000000 0.003352 ---------------------.---------------------------------------------------------.---------------------------------------------- TOTAL 0.028736 0.000000 0.000000 0.000000 0.000000 0.000000 0.028736 RELATIVE FREQUENCY OF CALMS DISTRIBUTEO ABOVE ~ITH A STABILITY = 0.023467 OATA PERIOD: NOVEMBER 20, 1992 THROUGH FEBRUARY 15, 1993 I I I I I I I QUADRANT CORPORATION BOTHELL BUSINESS. PARK, BOTHELL, ~A. I I I I I WIND FREQUENCY DISTRIBUTION FOR STABILITY CLASS B FREQUENCY BY NUMBER ~IND SPEED CLASS (MILES PER HOUR) DIR 1.0 TO 4.0 4.1 TO 7.5 7.6 TO 12.1 12.2 TO 19.0 19.1 TO 24.2 >24.2 TOTAL AVE. SPEED ..----------.----------------.----------------.--------------------------------------------------------------------------..-.. I N 1 0 0 0 0 0 1 3.7 NNE 2 0 0 0 0 0 2 2.3 NE 3 0 0 0 0 0 3 1.5 ENE 1 1 0 0 0 0 2 3.3 E 2 0 0 0 0 0 2 2.3 ESE 1 1 0 0 0 0 2 3.2 SE 6 0 0 0 0 0 6 2.1 SSE 8 1 0 0 0 0 9 2.1 S 1 0 0 0 0 0 1 2.3 SS~ 5 0 0 0 0 0 5 2.3 S~ 1 0 0 0 0 0 1 1.6 ~S~ 0 0 0 0 0 0 0 0.0 ~ 1 0 0 0 0 0 1 1.5 ~N~ 0 0 0 0 0 0 0 0.0 N~ 0 1 0 0 0 0 1 7.2 NN~ 3 0 1 0 0 0 4 3.5 I I I -------------...--.-....---.--....------.-.----.------.------------------.-.----------------.-.-----.--.-------------._------- TOTAL 35 4 o o o 40 AVE 2.0 5.5 8.1 0.0 0.0 0.0 2.5 NUMBER OF OCCURENCES OF B STABILITY = 117 (INCLUDING CALMS) I I I I I I NUMBER OF CALMS ~ITH B STABILITY = 77 DATA PERIOD: NOVEMBER 20, 1992 THROUGH FEBRUARY 15, 1993 I I I I QUACRANT CORPORATION BOTHELL BUSINESS PARK, BOTHELL, ~A. I I I I I I I I WIND FREQUENCY DISTRIBUTION FOR STABILITY CLASS B FREQUENCY BY PERCENT ~I NO SPEED CLASS (MILES PER HOUR) DIR 0.0 TO 4.0 4.1 TO 7.5 7.6 TO 12.1 12.2 TO 19.0 19.1 TO 24.2 >24.2 TOTAL ------------------------------------------------------------------------------------------------------------------------------ N 0.006226 0.000000 0.000000 0.000000 0.000000 0.000000 0.006226 NNE 0.004310 0.000000 0.000000 0.000000 0.000000 0.000000 0.004310 NE 0.002874 0.000000 0.000000 0.000000 0.000000 0.000000 0.002874 ENE 0.001916 0.000479 0.000000 0.000000 0.000000 0.000000 0.002395 E 0.002395 0.000000 0.000000 0.000000 0.000000 0.000000 0.002395 ESE 0.001437 0.000479 0.000000 0.000000 0.000000 0.000000 0.001916 SE 0.008621 0.000000 0.000000 0.000000 0.000000 0.000000 0.008621 SSE 0.007663 0.000479 0.000000 0.000000 0.000000 0.000000 0.008142 S 0.003831 0.000000 0.000000 0.000000 0.000000 0.000000 0.003831 SS~ 0.002395 0.000000 0.000000 0.000000 0.000000 0.000000 0.002395 S~ 0.002874 0.000000 0.000000 0.000000 0.000000 0.000000 0.002874 ~S~ 0.000479 0.000000 0.000000 0.000000 0.000000 0.000000 0.000479 ~ 0.000958 0.000000 0.000000 0.000000 0.000000 0.000000 0.000958 ~N~ 0.000958 0.000000 0.000000 0.000000 0.000000 0.000000 0.000958 N~ 0.002395 0.000479 0.000000 0.000000 0.000000 0.000000 0.002874 NN~ 0.004310 0.000000 0.000479 0.000000 0.000000 0.000000 0.004789 ------------------------------------------------------------------------------------------------------------------------------ TOTAL 0.053640 0.001916 0.000479 0.000000 0.000000 0.000000 0.056034 I I I I I I RELATIVE FREQUENCY OF CALMS DISTRIBUTED ABOVE ~ITH B STABILITY = 0.036877 DATA PERIOC: NOVEMBER 20, 1992 THROUGH FEBRUARY 15, 1993 I I I I I I I I I I QUADRANT CORPORATION BOTHELL BUSINESS PARK, BOTHELL, ~A. WIND FREQUENCY DISTRIBUTION FOR STABILITY CLASS C FREQUENCY BY NUMBER I ~I ND SPEED CLASS (MILES PER HOUR) OIR 1.0 TO 4.0 4.1 TO 7.5 7.6 TO 12.1 12.2 TO 19.0 19.1 TO 24.2 >24.2 TOTAL AVE. SPEED _...w_________________________________________________________________________________________________________________________ N 6 0 0 0 0 0 6 2.2 NNE 5 1 0 0 0 0 6 2.6 NE 2 0 0 0 0 0 2 1.8 ENE 1 0 0 0 0 0 1 2.2 E 3 4 0 0 0 0 7 4.2 ESE 2 1 0 0 0 0 3 3.7 SE 7 4 1 0 0 0 12 4.0 SSE 18 2 0 0 0 0 20 2.9 S 8 3 0 0 0 0 11 3.2 SSW 5 1 0 0 0 0 6 3.2 ~ 1 0 0 0 0 0 1 3.0 IISW 0 0 0 0 0 0 0 0.0 ~ 1 0 0 0 0 0 1 1.5 ~N~ 0 0 0 0 0 0 0 0.0 N~ 2 2 1 0 0 0 5 4.6 NN~ 7 3 2 0 0 0 12 4.6 I I -------------------.--------------.-.-----------.-.-.----------------------------------------.----------------.--------------- TOTAL 68 21 4 o o o 93 I . I I I I I AVE 2.5 5.2 9.3 0.0 0.0 0.0 3.4 NUMBER OF OCCURENCES OF C STABILITY = 195 (INCLUCING CALMS) N~BER OF CALMS ~ITH C STABILITY = 102 OATA PER lOt: NOVEMBER 20, 1992 THROUGH FEBRUARY 15, 1993 I I I I QUACRANT CORPORATION BOTHELL BUSINESS PARK, BOTHELL, ~A. I !I I I I WIND FREQUENCY DISTRIBUTION FOR STABILITY CLASS C FREQUENCY BY PERCENT ~IND SPEED CLASS (MILES PER HOUR) DIR 0.0 TO 4.0 4.1 TO 7.5 7.6 TO 12.1 12.2 TO 19.0 19.1 TO 24.2 >24.2 TOTAL I N 0.013410 0.000000 0.000000 0.000000 0.000000 0.000000 0.013410 NNE 0.006705 0.000479 0.000000 0.000000 0.000000 0.000000 0.007184 HE 0.003831 0.000000 0.000000 0.000000 0.000000 0.000000 0.003831 ENE 0.001437 0.000000 0.000000 0.000000 0.000000 0.000000 0.001437 E 0.001437 0.001916 0.000000 0.000000 0.000000 0.000000 0.003352 ESE 0.002874 0.000479 0.000000 0.000000 0.000000 0.000000 0.003352 SE 0.011973 0.001916 0.000479 0.000000 0.000000 0.000000 0.014368 SSE 0.013889 0.000958 0.000000 0.000000 0.000000 0.000000 0.014847 S 0.007663 0.001437 0.000000 0.000000 0.000000 0.000000 0.009100 SS~ 0.003352 0.000479 0.000000 0.000000 0.000000 0.000000 0.003831 S~ 0.000479 0.000000 0.000000 0.000000 0.000000 0.000000 0.000479 ~S~ 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 ~ 0.000958 0.000000 0.000000 0.000000 0.000000 0.000000 0.000958 ~N~ 0.000958 0.000000 0.000000 0.000000 0.000000 0.000000 0.000958 N~ 0.001916 0.000958 0.000479 0.000000 0.000000 0.000000 0.003352 NN~ 0.010536 0.001437 0.000958 0.000000 0.000000 0.000000 0.012931 -_.-.-----._----------------------------------------------------------.------------------------------------------------------- TOTAL 0.081418 0.010057 0.001916 0.000000 0.000000 0.000000 0.093391 RELATIVE FREQUENCY OF CALMS OISTRIBUTED ABOVE ~ITH C STABILITY = 0.048851 I I I I I I I I I I DATA PERIOD: NOVEMBER 20, 1992 THROUGH FEBRUARY 15, 1993 I I I I I 'I I I I I QUADRANT CORPORATION BOTHELL BUSINESS PARK, BOTHELL, ~A. WIND FREQUENCY DISTRIBUTION FOR STABILITY CLASS 0 FREQUENCY BY NUMBER I ~I NO SPEED CLASS (MILES PER HOUR) OIR 1.0 TO 4.0 4.1 TO 7.5 7.6 TO 12.1 12.2 TO 19.0 19.1 TO 24.2 >24.2 TOTAL AVE. SPEED .----------------------------------------------------------------------------------------------------------------------------- N 33 10 1 0 0 0 44 3.3 NNE 1 1 0 0 0 0 2 3.9 NE 1 0 0 0 0 0 1 1.2 ENE 3 0 0 0 0 0 3 2.5 E 1 1 0 0 0 0 2 3.8 ESE 4 5 1 0 0 0 10 4.8 SE 59 50 9 0 0 0 118 4.4 SSE 28 52 22 1 0 0 103 5.7 S 10 35 67 14 3 1 130 9.1 SSW 0 9 1 0 0 0 10 6.2 SW 0 1 0 0 0 0 1 5.6 ~SW 0 0 0 0 0 0 0 0.0 ~ 0 0 0 0 0 0 0 0.0 ~N~ 1 0 0 0 0 0 1 1.2 N~ 0 1 1 0 0 0 2 7.0 NN~ 24 36 16 0 0 0 76 5.2 I I I I I I I !I I ------------------------------------------------------------------------------------------------------------------------------ TOTAL 165 201 118 15 3 22.2 503 AVE 2.6 5.7 9.3 13.7 25.3 5.9 NUMBER OF OCCURENCES OF 0 STABILITY = 694 (INCLUDING CALMS) NUMBER OF CALMS ~ITH D STABILITY = 191 DATA PERIOD: NOVEMBER 20, 1992 THROUGH FEBRUARY 15, 1993 I I I I I I I I QUADRANT CORPORATION BOTHELL BUSINESS PARK, BOTHELL, ~A. WIND FREQUENCY DISTRIBUTION FOR STABILITY CLASS 0 FREQUENCY BY PERCENT ~IND SPEED CLASS (MILES PER HOUR) DIR 0.0 TO 4.0 4.1 TO 7.5 7.6 TO 12.1 12.2 TO 19.0 19.1 TO 24.2 >24.2 TOTAL I N 0.052682 0.004789 0.000479 0.000000 0.000000 0.000000 0.057950 NNE 0.009100 0.000479 0.000000 0.000000 0.000000 0.000000 0.009579 NE 0.002874 0.000000 0.000000 0.000000 0.000000 0.000000 0.002874 ENE 0.002874 0.000000 0.000000 0.000000 0.000000 0.000000 0.002874 E 0.003352 0.000479 0.000000 0.000000 0.000000 0.000000 0.003831 ESE 0.003352 0.002395 0.000479 0.000000 0.000000 0.000000 0.006226 SE 0.035920 0.023946 0.004310 0.000000 0.000000 0.000000 0.064176 SSE 0.016284 0.024904 0.010536 0.000479 0.000000 0.000000 0.052203 S 0.006226 0.016762 0.032088 0.006705 0.001437 0.000479 0.063697 SS~ 0.000479 0.004310 0.000479 0.000000 0.000000 0.000000 0.005268 S~ 0.000958 0.000479 0.000000 0.000000 0.000000 0.000000 0.001437 ~S~ 0.000958 0.000000 0.000000 0.000000 0.000000 0.000000 0.000958 ~ 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 ~NW 0.001437 0.000000 0.000000 0.000000 0.000000 0.000000 0.001437 NW 0.000958 0.000479 0.000479 0.000000 0.000000 0.000000 0.001916 NNW 0.033046 0.017241 0.007663 0.000000 0.000000 0.000000 0.057950 ....-.------------...-.-...................._----------------------.-.--------.----------.--------.--------------------------- TOTAL 0.170498 0.096264 0.056513 0.007184 0.001437 0.000479 0.332375 RELATIVE FREQUENCY Of CALMS DISTRIBUTED ABOVE ~ITH 0 STABILITY = 0.091475 I I I . I I DATA PERIOD: NOVEMBER 20, 1992 THROUGH FEBRUARY 15, 1993 I I I I I I I I I I I I I QUADRANT CORPORATION BDTHELL BUSINESS PARK, BOTHELL, ~A. WIND FREQUENCY DISTRIBUTION FOR STABILITY CLASS E FREQUENCY BY NUMBER ~IND SPEED CLASS (MILES PER HOUR) DIR 1.0 TO 4.0 4.1 TO 7.5 7.6 TO 12.1 12.2 TO 19.0 19.1 TO 24.2 >24.2 TOTAL AVE. SPEED -.-...-----....----.-.-------------.--.-.------------------------.----------------.-----------..------------------------------ I N 23 3 0 0 0 0 26 2.6 NNE 2 2 0 0 0 0 4 2.9 NE 2 0 0 0 0 0 2 1.3 ENE 5 0 0 0 0 0 5 2.5 E 4 2 0 0 0 0 6 3.3 ESE 7 5 0 0 0 0 12 3.4 SE 26 6 0 0 0 0 32 2.8 SSE 13 4 0 0 0 0 17 2.7 S 3 0 0 0 0 0 3 2.3 SS~ 0 0 0 0 0 0 0 0.0 S~ 2 0 0 0 0 0 2 2.7 ~SW 1 0 0 0 0 0 1 2.4 ~ 1 0 0 0 0 0 1 1.9 ~N~ 0 0 0 0 0 0 0 0.0 N~ 0 0 0 0 0 0 0 0.0 NN~ 18 1 0 0 0 0 19 2.0 .--------.-----------------------.--------------------------------------------------------.----------------------------------- TOTAL 107 23 0 0 0 0 130 AVE 2.2 4.8 0.0 0.0 0.0 0.0 2.6 NUMBER OF OCCURENCES OF E STABILITY = 409 (INCLUDING CALMS) NUMBER OF CALMS ~ITH E STABILITY = 279 DATA PERIOO: NOVEMBER 20, 1992 THROUGH FEBRUARY 15, 1993 I I . I I I I I I I I I QUADRANT CORPORATION BOTHELL BUSINESS PARK, BOTHELL, ~A. I I I I . WIND FREQUENCY DISTRIBUTION FOR STABILITY CLASS E FREQUENCY BY PERCENT ~IND SPEED CLASS (MILES PER HOUR) DIR ------------------------------------------------------------------------------------------------------------------------------ 0.0 TO 4.0 4.1 TO 7.5 7.6 TO 12.1 12.2 TO 19.0 19.1 TO 24.2 >24.2 TOTAL I I N 0.066092 0.001437 0.000000 0.000000 0.000000 0.000000 0.067529 NNE 0.009100 0.000958 0.000000 0.000000 0.000000 0.000000 0.010057 NE 0.001916 0.000000 0.000000 0.000000 0.000000 0.000000 0.001916 ENE 0.004310 0.000000 0.000000 0.000000 0.000000 0.000000 0.004310 E 0.002395 0.000958 0.000000 0.000000 0.000000 0.000000 0.003352 ESE 0.006705 0.002395 0.000000 0.000000 0.000000 0.000000 0.009100 SE O.OlmO 0.002874 0.000000 0.000000 0.000000 0.000000 0.020594 SSE 0.011494 0.001916 0.000000 0.000000 0.000000 0.000000 0.013410 S 0.005268 0.000000 0.000000 0.000000 0.000000 0.000000 0.005268 SS~ 0.000479 0.000000 0.000000 0.000000 0.000000 0.000000 0.000479 SW 0.001916 0.000000 0.000000 0.000000 0.000000 0.000000 0.001916 ~S~ 0.000479 0.000000 0.000000 0.000000 0.000000 0.000000 0.000479 ~ 0.000479 0.000000 0.000000 0.000000 0.000000 0.000000 0.000479 ~~ 0.000479 0.000000 0.000000 0.000000 0.000000 0.000000 0.000479 N~ 0.004789 0.000000 0.000000 0.000000 0.000000 0.000000 0.004789 NNW 0.051245 0.000479 0.000000 0.000000 0.000000 0.000000 0.051724 --------------------------------------------------------------------------------.--------------------------------------------- I I TOTAL 0.184866 0.011015 0.000000 0.000000 0.000000 0.000000 0.195881 RELATIVE FREQUENCY OF CALMS DISTRIBUTEO ABOVE ~ITH E STABILITY = 0.133621 DATA PERIOD: NOVEMBER 20, 1992 THROUGH FEBRUARY 15, 1993 I I I I I I I I I I QUADRANT CORPORATION BOTHELL BUSINESS PARK, BOTHELL, ~A. . I I WIND FREQUENCY DISTRIBUTION FOR STABILITY CLASS F FREQUENCY BY NUMBER ~IND SPEED CLASS (MILES PER HOUR) DIR 1.0 TO 4.0 4.1 TO 7.5 7.6 TO 12.1 12.2 TO 19.0 19.1 TO 24.2 >24.2 TOTAL AVE. SPEED e_____________________________________________________------------------------------------------------------------------------ I I N 10 1 0 0 0 0 11 2.3 NNE 5 0 0 0 0 0 5 1.6 NE 0 0 0 0 0 0 0 0.0 ENE 3 0 0 0 0 0 3 2.2 E 2 0 0 0 0 0 2 2.7 ESE 4 0 0 0 0 0 4 1.4 SE 6 0 0 0 0 0 6 1.4 SSE 7 0 0 0 0 0 7 1.5 S 3 0 0 0 0 0 3 1.2 SS~ 0 0 0 0 0 0 0 0.0 S~ 0 0 0 0 0 0 0 0.0 ~S~ 0 0 0 0 0 0 0 0.0 ~ 0 0 0 0 0 0 0 0.0 ~N~ 0 0 0 0 0 0 0 0.0 N~ 4 0 0 0 0 0 4 1.3 NNW 14 0 0 0 0 0 14 1.7 I I I I ------------------------------------------------------------------------------------------------------------------------------ TOTAL 58 o o o o 59 AVE 1.7 4.4 0.0 0.0 0.0 0.0 1.7 NUMBER OF OCCURENCES OF F STABILITY = 613 (INCLUDING CALMS) I I . NUMBER OF CALMS ~ITH F STABILITY = 554 OATA PERIOD: NOVEMBER 20, 1992 THROUGH FEBRUARY 15, 1993 I I I I I I I I I I OUADRANT CORPORATION BOTHELL BUSINESS PARK, BOTHELL, ~A. WIND FREQUENCY DISTRIBUTION FOR STABILITY CLASS F FREQUENCY BY PERCENT I I ~INO SPEED CLASS (MILES PER HOUR) DIR 0.0 TO 4.0 4.1 TO 7.5 7.6 TO 12.1 12.2 TO 19.0 19.1 TO 24.2 >24.2 TOTAL a._________________________________________________________________________________________________________________________.__ N 0.092433 0.000479 0.000000 0.000000 0.000000 0.000000 0.092912 NNE 0.023467 0.000000 0.000000 0.000000 0.000000 0.000000 0.023467 NE 0.008142 0.000000 0.000000 0.000000 0.000000 0.000000 0.008142 ENE 0.006226 0.000000 0.000000 0.000000 0.000000 0.000000 0.006226 E 0.008621 0.000000 0.000000 0.000000 . 0.000000 0.000000 0.008621 ESE 0.006226 0.000000 0.000000 0.000000 0.000000 0.000000 0.006226 SE 0.010057 0.000000 0.000000 0.000000 0.000000 0.000000 0.010057 SSE 0.012931 0.000000 0.000000 0.000000 0.000000 0.000000 0.012931 S 0.010057 0.000000 0.000000 0.000000 0.000000 0.000000 0.010057 SS~ 0.004789 0.000000 0.000000 0.000000 0.000000 0.000000 0.004789 S~ 0.001916 0.000000 0.000000 0.000000 0.000000 0.000000 0.001916 ~S~ 0.001916 0.000000 0.000000 0.000000 0.000000 0.000000 0.001916 ~ 0.000958 0.000000 0.000000 0.000000 0.000000 0.000000 0.000958 ~N~ 0.004789 0.000000 0.000000 0.000000 0.000000 0.000000 0.004789 N~ 0.022031 0.000000 0.000000 0.000000 0.000000 0.000000 0.022031 NN~ 0.078544 0.000000 0.000000 0.000000 0.000000 0.000000 0.078544 ------------------------------------------------------------------------------------------------------------------------------ I I I I TOTAL 0.293103 0.000479 0.000000 0.000000 0.000000 0.000000 0.293582 RELATIVE FREQUENCY OF CALMS DISTRIBUTED ABOVE ~ITH F STABILITY = 0.265326 DATA PERIOD: NOVEMBER 20, 1992 THROUGH FEBRUARY 15, 1993 I I I I I I I I I I I I I I . I I I I I I I I I I I I APPENDIX H MONTHLY PASQUILL-GIFFORD STABILITY CLASS SUMMARIES - - - - .. - - - ~ - - - - - -- - - .. - SITE: QUADRANT CORPORATION NORTH CREEK BUSINESS PARK, BOTHEll, WASHINGTON PARAMETER: ATMOSPHERIC STABILITY DATA FOR: NOVEMBER 1992 UNITS: (SIGMA THETA METHOD) HOURS (PST) HR-BEG 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 HR-END 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 DAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 6 6 6 6 6 6 6 6 5 4 3 4 4 3 4 3 4 5 6 6 6 6 6 6 21 6 6 6 5 5 5 4 4 4 4 4 4 3 4 4 4 4 4 4 4 4 4 4 4 22 4 4 4 4 4 5 6 6 5 4 3 4 4 4 3 3 4 5 6 6 6 6 6 6 23 6 6 6 6 6 6 5 5 4 3 2 2 2 3 2 3 4 4 5 6 6 6 6 6 24 5 6 6 5 6 6 5 6 5 4 3 2 3 2 3 4 4 5 4 5 5 5 . 6 5 25 4 5 6 6 6 6 6 6 5 4 3 2 1 1 2 2 3 4 5 5 4 4 5 6 26 5 4 5 6 6 6 6 6 5 4 3 4 4 3 3 3 4 5 6 6 6 6 6 6 27 6 6 6 6 6 6 6 5 4 4 4 4 4 4 4 4 5 6 6 6 6 6 5 5 28 4 4 5 6 6 6 6 5 4 3 4 3 2 2 1 2 3 4 5 5 4 5 4 5 29 6 6 5 6 6 6 6 6 5 4 3 2 1 1 2 3 4 5 5 5 6 5 4 4 30 5 4 4 4 4 4 4 5 4 3 2 1 2 3 3 3 4 5 5 6 5 4 5 4 TOTAL HOURS AVAILABLE = 720 NUMBER OF GOOD HOURS = 264 DATA CAPTURE (PERCENT) = 36.7 NUMBER OF CALIBRATION HOURS = 0 NUMBER OF AUDIT HOURS = 0 NUMBER OF MAINTENANCE HOURS = 0 NUMBER OF MISSING HOURS = 456 NUMBER OF HOURS INVALIDATED = 0 BLANK = MISSING DATA = DATA COLLECTED BUT INVALIDATED CA = CALIBRATION AU = AUDIT MN . MAINTENANCE - - - .. .. - - - - - - - - - .. ~ - .. - SITE: QUADRANT CORPORATION NORTH CREEK BUSINESS PARK, BOTHELL, ~ASHINGTON PARAMETER: ATMOSPHERIC STABILITY DATA FOR: DECEMBER 1992 UNITS: (SIGMA THETA METHOD) HOURS (PST) HR'BEG 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 HR.END 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 DAY 1 5 5 5 5 6 6 6 6 5 4 3 2 3 4 4 4 4 5 6 6 6 5 6 6 2 6 5 4 5 6 6 6 6 5 4 3 4 4 4 4 4 5 6 6 6 6 6 6 6 3 6 6 6 5 6 6 6 6 5 4 3 3 2 3 4 4 4 4 5 6 6 6 6 6 4 5 6 6 6 5 5 5 6 5 4 4 3 4 4 4 4 5 6 5 4 5 6 5 5 5 5 6 5 6 6 6 6 6 5 4 3 2 3 3 4 3 4 5 6 6 6 6 6 5 6 6 5 6 6 5 6 6 6 5 4 3 4 3 3 4 3 4 4 5 4 4 5 6 5 7 5 6 6 6 6 5 4 4 3 2 3 3 4 3 4 4 5 6 6 6 6 5 6 6 8 6 6 5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 6 5 4 5 4 5 10 6 6 6 6 5 4 4 4 4 3 4 4 3 3 2 1 2 3 4 5 6 5 5 6 11 6 6 5 6 6 6 6 6 5 4 3 2 1 2 2 1 2 3 4 5 4 5 6 6 12 6 6 6 6 6 6 5 5 4 3 2 3 4 4 4 4 4 5 4 5 4 5 5 4 13 5 6 6 6 6 6 6 6 5 4 3 2 1 1 1 2 3 4 5 4 5 4 4 4 14 4 4 4 5 6 6 6 6 5 4 3 3 4 4 3 2 3 4 5 5 6 6 6 6 15 6 6 6 6 6 6 6 6 5 4 3 2 1 2 1 1 2 3 4 5 6 6 6 6 16 6 6 5 6 6 5 6 6 5 4 3 2 1 1 2 1 2 3 4 5 6 6 6 6 17 6 6 5 4 4 5 6 6 5 4 4 4 4 3 4 4 4 5 6 6 6 6 5 6 18 6 6 6 6 6 6 6 6 5 4 3 2 1 1 2 3 4 5 5 6 5 4 5 5 19 4 5 5 5 4 4 4 4 4 4 3 4 4 4 4 4 4 4 5 4 4 5 6 6 20 5 5 4 5 4 5 6 6 6 5 4 3 4 3 4 4 4 4 4 4 4 4 4 4 21 4 4 4 5 4 5 6 5 6 5 4 3 2 3 4 4 5 6 5 6 6 6 5 4 22 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 4 5 6 6 6 23 6 6 6 5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 24 4 4 4 4 4 5 6 6 5 4 4 3 4 3 3 4 5 6 6 5 6 5 4 5 25 6 6 6 6 6 5 6 5 6 5 4 3 2 2 3 4 4 4 4 4 4 4 4 4 26 4 4 4 4 4 4 4 4 4 4 4 4 3 2 3 2 3 4 5 5 6 6 5 4 27 4 4 5 6 6 6 6 6 6 5 4 3 2 3 3 3 4 4 5 6 6 5 6 6 28 6 6 6 6 6 6 5 6 6 5 4 3 2 2 3 3 4 5 6 5 4 5 5 4 29 4 5 4 5 4 4 5 6 6 5 4 3 4 4 4 4 4 4 4 4 4 4 4 5 30 4 5 5 5 4 5 4 5 4 3 4 4 3 4 3 4 4 4 4 4 4 4 5 5 31 5 5 6 6 5 4 4 4 4 4 4 3 2 3 4 3 4 5 4 5 6 6 6 6 TOTAL HOURS AVAILABLE = 744 NUMBER OF GOOD HOURS = 744 DATA CAPTURE (PERCENT) = 100.0 NUMBER OF CALIBRATION HOURS = 0 N~BER OF AUDIT HOURS = 0 NUMBER OF MAINTENANCE HOURS = 0 NUMBER OF MISSING HOURS. 0 N~BER OF HOURS INVALIDATED = 0 BLANK . MISSING DATA = DATA COLLECTED BUT INVALIDATED CA = CALIBRATION AU Of AUDIT MN .lI MAINTENANCE - - - - ~ - - :. - - - - - - - - - .. ,. SITE: QUADRANT CORPORATION NORTH CREEK BUSINESS PARK, BOTHELL, ~ASHINGTON PARAMETER: ATMOSPHERIC STABILITY DATA FOR: JANUARY 1993 UNITS: (SIGMA THETA METHOD) HOURS (PST) HR.BEG 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 HR-END 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 DAY 1 6 5 4 5 6 6 6 6 6 5 4 3 3 4 4 3 4 5 6 6 6 6 6 6 2 5 6 6 5 6 6 5 6 5 4 3 3 2 1 1 2 3 4 5 6 6 6 6 6 3 6 6 5 6 5 4 4 4 4 4 4 4 4 4 3 2 3 4 4 4 4 4 4 4 4 4 4 4 5 5 5 4 5 5 4 3 3 3 3 4 3 4 4 4 5 6 6 6 6 5 6 6 6 6 6 6 6 6 6 5 4 4 4 4 4 4 4 5 5 6 5 4 5 5 6 6 6 6 6 6 6 6 5 6 5 4 3 4 4 4 4 5 4 5 6 6 6 6 6 7 6 6 6 6 6 6 6 6 6 5 4 4 3 2 1 2 3 4 5 5 4 5 6 6 8 6 5 5 5 6 5 5 5 4 4 4 3 2 1 2 3 4 4 5 6 6 6 6 6 9 6 6 6 6 6 5 6 6 6 5 4 3 2 1 2 3 4 4 5 5 4 5 5 5 10 5 5 5 5 5 4 4 5 4 3 2 2 1 1 2 2 3 4 5 4 5 4 4 4 11 5 5 5 5 5 5 6 6 5 4 3 2 1 1 2 3 4 5 6 6 5 4 5 5 12 5 4 4 5 5 6 5 4 5 4 3 2 3 2 3 3 4 5 6 6 5 4 5 6 13 6 6 6 5 6 6 6 6 6 5 4 4 4 4 4 4 4 5 6 6 5 4 5 6 14 5 6 6 6 6 6 6 6 6 5 4 4 4 4 4 3 4 4 5 6 6 6 5 6 15 6 6 6 6 6 6 6 6 5 4 3 4 3 2 2 3 4 5 6 5 4 5 6 6 16 6 6 6 6 6 6 6 6 5 4 3 2 1 1 2 3 4 4 4 5 4 5 6 6 17 6 5 5 6 6 6 6 6 5 4 4 4 4 4 4 4 4 4 4 5 5 4 5 6 18 5 6 6 5 6 5 6 6 5 4 3 2 3 4 4 4 5 6 6 6 6 6 6 6 19 6 6 6 5 4 4 4 4 4 4 4 4 4 4 4 4 5 4 4 5 6 6 6 5 20 6 5 5 6 5 5 4 5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 21 4 4 4 4 4 4 4 4 4 4 4 4 3 4 3 2 3 4 5 5 5 5 4 4 22 4 4 4 4 4 4 4 5 4 3 2 2 3 4 4 3 4 5 6 6 6 6 6 5 23 6 5 6 6 6 6 6 6 5 4 3 2 1 1 2 3 4 4 4 4 4 4 5 5 24 4 5 4 4 5 5 6 5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 25 4 4 4 4 4 4 5 6 5 4 3 3 2 2 1 2 3 4 5 5 6 5 6 6 26 6 5 4 4 5 5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 4 4 27 4 4 4 4 4 5 4 4 4 3 4 3 2 1 2 3 4 5 6 6 6 6 6 6 28 6 6 5 6 6 6 5 5 4 4 4 4 4 4 3 4 4 4 4 5 5 6 6 6 29 5 4 5 6 6 6 6 6 5 4 3 2 1 1 1 2 3 4 4 5 5 6 6 6 30 6 5 6 6 6 5 6 6 5 4 3 2 1 1 1 1 2 3 4 5 5 6 6 6 31 6 6 6 6 6 6 6 6 5 4 3 2 3 3 4 4 5 6 6 6 5 6 5 6 TOTAL HOURS AVAILABLE = 744 N~BER OF GOOD HOURS = 744 DATA CAPTURE (PERCENT) = 100.0 NUMBER OF CALIBRATION HOURS = D NUMBER OF AUDIT HOURS = 0 NUMBER OF MAINTENANCE HOURS . 0 NUMBER OF MISSING HOURS = 0 NUMBER OF HOURS INVALIDATED = 0 BLANK z MISSING DATA z DATA COLLECTED BUT INVALIDATED CA = CALIBRATION AU . AUDIT MN . MAINTENANCE - - - - ~ - ~ - .. - - ,- - - .., .. .. .. - SI1E: QUADRANT CORPORATION NORTH CREEK BUSINESS PARK, BOTHELL, ~ASHINGTON PARAMETER: ATMOSPHERIC STABILITY OATA FOR: FEBRUARY 1993 UNITS: (SIGMA THETA METHOO HOURS (PST) HR-BEG 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 8 19 20 21 22 23 HR-END 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 DAY 1 5 5 6 6 6 6 6 6 5 4 3 2 1 2 3 3 2 3 4 4 5 6 6 6 2 6 6 5 6 5 5 6 6 5 4 3 2 3 3 3 4 3 4 5 4 5 6 6 6 3 6 6 6 6 6 6 6 6 5 4 3 2 1 1 2 2 3 4 5 6 6 6 5 6 4 6 6 6 5 6 6 6 6 5 4 3 2 3 4 4 4 4 5 6 5 4 4 4 4 5 5 4 4 4 4 5 6 6 5 4 3 2 1 1 2 2 2 3 4 5 6 6 6 6 6 6 6 6 6 6 6 6 6 5 4 3 3 3 2 1 1 1 2 3 4 5 5 5 4 7 8 5 5 6 6 6 6 6 6 5 4 3 2 1 2 3 2 1 2 3 4 5 6 6 6 9 6 6 6 5 6 6 6 6 5 4 3 2 2 3 3 4 4 4 4 4 4 4 4 4 10 4 5 6 6 5 6 6 6 5 4 3 3 2 1 1 1 2 3 4 5 5 6 5 5 11 6 5 6 6 6 6 5 6 5 4 3 2 1 1 1 2 3 4 4 5 4 5 4 4 12 4 5 5 6 6 6 6 5 4 3 2 1 2 3 3 2 3 4 5 5 4 4 4 5 13 4 5 6 6 6 6 5 5 4 3 2 1 2 3 4 4 4 4 5 4 4 5 6 6 14 5 6 6 6 5 5 4 4 4 3 2 2 3 4 4 4 3 4 4 4 4 5 6 6 15 6 6 6 6 6 6 6 6 5 4 3 2 2 3 4 3 4 4 5 6 6 6 5 5 16 17 18 19 20 21 22 23 24 25 26 27 28 TOTAL HOURS AVAILABLE = 672 NUMBER OF GOOD HOURS = 336 DATA CAPTURE (PERCENT) = 50.0 NUMBER OF CALIBRATION HOURS = 0 NUMBER OF AUDIT HOURS = 0 NUMBER OF MAINTENANCE HOURS = 0 NUMBER OF MISSING HOURS = 336 NUMBER OF HOURS INVALIDATED = 0 BLANK = MISSING DATA = DATA COLLECTED BUT INVALIDATED CA = CALIBRATION AU = AUDI1 MN = MAINTENANCE I I I I I I I I I , , , , I , I I I I APPENDIX' I MONTHLY SIGMA-THETA SUMMARIES -.> -- .. .. SIGMA-THETA DEGREES PARAMETER UNITS - .-- .. ........ ~ASHINGTON BOTHELL NESS PARK --- \ ON . NORTH CREEK BUS .. OUADRANT CORPORAT NOVEMBER 1992 - ., - SITE DATA FOR 23 24 22 23 21 22 20 21 19 20 18 19 17 18 6 7 15 6 14 15 13 14 (PST) 12 13 HOURS 11 12 10 11 09 10 08 09 07 08 06 07 05 Ob 04 05 03 04 02 03 01 02 00 01 HR-BEG HR-END MIN 13.4 12.4 13.4 9.0 9.3 8.5 14.8 10.9 9.8 10.3 .3 MAX 72.7 51.6 58.8 60.2 58.3 66.7 69.1 59.3 58.8 60.2 67.0 AVG 39.3 18.4 28.8 35.6 28.3 36.6 35.0 27.9 25.9 31.0 30.5 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 45.7 14.3 54.4 37.5 23.3 34.1 69.1 18.5 22.2 15.9 15.9 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 46.5 12.4 40.3 48.5 31.4 26.6 61.3 16.8 14.7 14.7 34.4 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 39.8 13.5 27.9 33.9 17.5 15.6 62.0 28.1 9.5 8.9 6.5 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 44.0 13.2 31.7 58.5 9.3 14.0 26.5 36.4 16.9 60.2 23.3 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 60.5 14.6 36.4 40.9 58.3 8.5 41.5 44.8 21.4 21.9 67.0 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 31.8 14.0 39.4 44.0 14.0 17.8 33.1 46.2 17.7 21.8 23.8 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 40.5 14.2 38.6 16.2 25.4 34.5 26.0 34 18.9 10.3 53.1 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 41.6 12.5 51.1 37.5 14.5 66.7 27.9 18.9 9.8 14.8 54.4 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 20.8 17.2 19.4 13.5 16.7 24.6 18.1 15.0 24.6 18.4 18.8 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 5.4 14.8 17.4 42.1 15.7 21.7 19.6 15.9 33.0 16.8 21.0 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 25.4 14.3 15.8 24.0 34.1 58.3 22.5 14.8 26.2 51.7 17.7 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 5.9 18. 13.4 25.9 20.1 62.1 14.8 13.5 29.3 52.2 33.7 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 13.4 15.3 14.7 29.0 27.3 44.8 15.9 16.1 20.5 29.9 37.0 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 28.7 13.5 22.5 53.9 57.8 50.7 42.7 10.9 14.0 47.4 59.4 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 45.2 14.6 58.8 38.9 34.3 63.2 15.6 15.3 37.6 19.4 53.0 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 29.2 13.0 41.8 10.8 28.2 33.3 41.9 17.4 42.5 36.3 66.5 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 40.7 15.0 32.5 9.0 48.7 34.5 25.2 22.4 19.9 50.5 38.3 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 26.8 15.3 38.0 17.4 23.4 51.3 48.7 44.6 50.3 40.7 13.5 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 56.5 18.1 18.8 45.6 25.6 53.6 67.2 29.0 58.8 45.9 12.8 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 72.7 18.9 16.5 35.9 46.2 52.2 39.7 26.2 35.3 46.5 11.3 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 52.2 15.8 15.0 49.1 21.4 35.3 42.6 48.1 33.9 29.8 .9 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 66 28.5 15.4 60.2 30.3 26.0 37.0 59.3 31.5 14.7 12.8 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 25.4 49.0 14.0 41.9 43.8 33.0 16.5 39.4 12.0 24.9 3.5 MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN MN 58.3 51.6 17.2 40.4 10.8 15.6 23.6 37.6 11.7 40.3 22.2 DAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 72.7 30.7 31.9 69.1 14.3 31.6 61.3 12.4 26.7 62.0 3.5 30.4 60.2 9.3 37.8 67.0 8.5 27.6 46.2 14.0 28.3 53.1 10.3 31.8 66.7 9.8 18.8 24.6 13.5 21.2 42.1 14.8 27.7 58.3 14.3 27.2 62.1 3.4 24.0 44.8 3.4 36.5 59.4 0.9 36.0 63.2 14.6 32.8 66.5 0.8 30.6 50.5 9.0 33.6 51.3 13.5 39.3 67.2 12.8 36.5 72.7 11.3 32.3 52.2 .9 34.7 66.1 12.8 28.5 49.0 2.0 29.9 58.3 10.8 AVG MAX MIN 8.5 36.7 = DATA CAPTURE (PERCENT) CALIBRATION HOURS = 0 264 NUMBER OF o HOURS HCURS = = NUMBER OF GOOD NUMBER OF AUOIT NUMBER OF HOURS = DATA COLLECTED BUT 720 o o BLANK = MISSING OATA TOTAL HOURS AVAILABLE = NUMBER OF CALIBRATION HOURS NUMBER OF MISSING HOURS = o AUDIT HOURS = MN = MAINTENANCE NUMBER OF T AU = AUD CA = CALIBRATION NVALlDATED = NVALlDATED = - - - .. .. - ... .. - - ~ASHINGTON -- BorHELL .. NORTH CREEK BUSINESS PARK - - - ON - SITE: llUADRANT CORPORAl DATA FOR: DECEMBER 1992 - - .. SIGMA-THETA DEGREES PARAMETER UNITS 19 20 18 19 17 18 16 17 15 16 14 15 13 14 (PST) 12 13 HOURS 11 12 o 11 09 10 08 09 07 08 06 07 05 06 04 05 03 04 02 03 01 02 00 01 HR-BEG HR-END HIN 8.0 9.4 11.0 13.9 13.7 13.0 12.1 10.9 12.4 11.3 9.8 5.8 13.4 13.9 21.9 14.0 10.6 10.2 9.3 12.4 11.0 11.9 11.4 5.8 11.9 11.9 11.0 11.7 0.1 9.1 6.9 MAX 65.6 71.5 61.3 50.3 70.5 60.1 67.8 57.6 42.6 73.1 66.0 66.6 72.2 69.5 72.5 79.0 59.5 61.2 59.0 66.2 58.9 50.3 55.2 57.1 59.1 49.7 71.6 70.2 41.0 30.9 57.8 AVG 32.5 38.3 32.4 26.0 33.4 25.7 31.9 7.0 19.3 30.3 38.1 28.5 34.2 42.8 44.4 38.5 26.4 34.7 18.1 24.3 24.5 19.9 17.7 22.8 26.7 21.5 32.4 32.2 17.7 12.8 26.9 23 24 64.9 51.4 27.1 23.8 22.9 13.0 60.5 13.6 42.6 42.4 29.2 11.0 13.9 63.7 10.1 45.3 31 38.9 39.1 17.9 25.1 12.9 16.5 48.6 12.6 19.4 13.5 14.1 42.6 11.7 O. 22 23 27.0 29.8 24.6 23.5 30.5 28.5 37.0 15.4 13 2.8 15.0 25.6 22.2 12.3 9.1 49.4 20.7 13.9 63.8 24.3 53.4 5.2 22.5 33.1 38.2 59.0 12.6 15.6 26.7 13.6 14.0 21 22 6.9 42.0 31.0 46.4 27.0 21.0 23.4 12.4 26.2 21.3 21.4 27. 15.8 11.2 45.7 48.4 14.6 68.7 34.1 29.3 28.5 10.4 18.5 13.1 58.9 50.3 11.8 14.5 12.1 46.8 19.0 20 21 38.3 60.1 51.2 46.8 27.2 13.0 35.3 13.6 15.3 33.6 16.8 14.5 17.8 60. 44.9 26.7 45.3 14.7 13.9 14.2 41.0 44.5 12.5 45.4 12.6 33.6 24.3 14.1 11.8 13.9 49.8 42.7 57.8 38.0 14.2 27.8 15.9 40.5 12.1 23.6 24.3 26.3 52.3 13.9 22.3 22.8 35.6 59.5 27.6 14.7 16 37.5 14. 13.4 18.0 13.5 23.5 50.8 13.7 12.6 12.3 30.5 59.4 41.2 45.8 13.9 29.0 23.6 67.8 12.3 40.3 21.0 9.8 14.2 17.8 50.8 21.9 33.6 53.3 10.2 9.3 14.3 21.0 17.3 13.2 27.9 11.9 20.7 28.2 35.2 13.2 13.2 11.7 50.7 46.8 12.8 27.8 21.7 16.8 51.4 12.0 39. 51.3 66.0 5.8 32.5 62.2 23.9 20.7 23.9 19.4 12.1 12.4 40.2 19.7 15.0 25.6 15.1 27.7 15.4 17.3 13.6 13.7 39.7 12.9 28.9 11.0 22.9 14.2 4.7 33.0 2.4 12.4 61.5 56.5 16.1 18.3 56.5 39.4 70.3 14.2 16.3 11.4 15.3 54.7 15.9 14.1 5.8 14.6 17.2 23.0 13.5 12.3 12.6 27.6 11.3 14.0 .4 16.1 21.3 19.0 16.2 13.5 2.8 46.2 35.9 15.0 13.4 51.3 40.8 39.7 12.1 23.3 11.7 15.3 13.2 14.2 14.0 10.7 16.5 39.2 19.1 23.9 11.2 13.7 21.9 10.7 13.0 15.3 16.1 13.7 17.0 12. 0.9 14.8 36.1 29.4 17.0 31.4 63.6 38.5 20.6 12.5 13.6 11.2 15.0 16.1 14.6 13.4 22.3 22.7 21.0 19.4 20.2 15.9 19.0 13.7 11.5 12.4 19.1 15.8 17.5 19.9 28.3 15.3 14.8 8.5 30.6 12.9 49. 13.9 27.9 35.3 19. 37.4 12.0 18.0 19.0 13.5 13.0 31.0 30.7 49.7 17.5 28.7 5 13.9 13.9 12.4 13.0 46.5 6. 15.7 19.0 13.9 13.9 16.2 22.9 46.0 15.4 53.0 15.6 63.7 40.3 16.9 49.7 14.5 16.9 26.7 14.5 12.5 15.6 59.1 21.8 28.9 47.8 15.8 18.4 42.0 35.4 13.6 21.7 46.3 42.0 14.6 17.7 14.8 15.1 14.5 65.8 17.8 48.0 18.4 40.0 49.6 14.3 50.1 14.8 18.5 20.1 15.0 14.5 19.0 27.3 15.6 21.7 70.2 20.1 9.4 22.5 35.5 48.1 31.4 16.7 62.7 28.7 7.8 14.8 13.4 15.4 31.7 34.9 26.5 43.1 41.3 44.0 11.0 41.6 47.9 35.9 13.0 11.9 14.3 15.1 19.6 15.6 21.7 45.2 18.9 10.8 13.5 36.7 43.5 39.6 19.5 70.5 20.7 35.8 15.8 12.6 20.6 37.0 41.6 28.7 56.1 50.7 21.1 13.4 59.8 15.0 66.2 23.8 12.3 12.5 29.3 38.8 14.8 50.7 62.6 25.7 30.9 13 41.3 58.0 61.3 22.1 45.8 33.3 20.2 14.2 17.0 12.0 49.4 23.5 41.9 30.9 72.0 35.2 10.6 37.4 14.1 43.7 28.3 19.7 14.1 18.4 46.3 16.2 60.5 31.1 30.1 10.8 15.4 27.3 55.3 30.7 29.2 40.0 32.2 16.7 14.5 18.9 12.4 40.3 23.0 72.2 29.9 57.3 79.0 71.6 30.3 41.0 10.3 11.9 26.7 38.9 11.7 35.3 19.5 17.7 11.4 38.2 20.3 17.5 52.5 71.5 36.7 18.6 52.4 42. 12.8 16 6.9 11.3 38.6 17.4 60.7 61.5 53.5 25.6 54.1 41.8 12.6 57.3 31.1 15.8 3.1 44.8 43.8 16.5 52.8 17.7 25.7 10.8 12.1 65.6 55.6 37.1 18.1 36.5 49.0 13.4 15.0 15.2 11.9 61.3 38.2 37.7 69.5 47.1 14.0 35.3 50.0 14.0 40.3 24.5 15.4 15.9 57. 20.3 16.5 41.5 44.0 6.5 9.8 9.2 44.0 63.3 40.3 17.3 56.2 21.6 55.8 15.9 6. 20.3 30.4 66.6 57.6 45.1 58.2 53.9 16.4 44.6 16.1 14.5 11.0 14.6 16.7 15.6 53.8 19.2 33.2 60.9 17.2 13.5 18.0 19.2 9.4 17.4 44.7 48.6 25.1 37.6 16.8 14 54.1 52.7 51.8 52.9 26.1 53.6 48.3 5.9 61.2 9.7 47.8 17.7 15.3 13.9 16.2 30 16.4 56.0 42.3 19. 9.6 57.8 22.3 2. 53.8 50.3 21.8 48.6 17.9 45.6 19.0 42.4 60. 23.5 30.6 22.2 72.5 18.8 16.7 42.5 22.4 15.4 13.5 15.7 41.3 15.6 40.4 12.9 32.2 31.8 16.2 9.7 39.4 8.0 0.9 27.8 35.9 31.7 19.7 37.6 57.6 17.7 73.1 55.7 48.4 34.4 5.7 60.9 40.7 26.2 54.1 19.1 19.9 13.2 15.1 55.2 15.0 30.9 12.5 11.0 27.4 22.3 9.7 24.1 33.3 66.5 45.2 21.4 23.8 60 20.0 31.7 16.9 35.3 32.0 35.0 40.5 5 46.3 50.1 52.9 32.1 13.4 13.0 12.3 16.2 42.7 13.1 34.9 11.9 11.7 34.3 13.2 0.6 6.9 DAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 28. 28.7 64.9 10 25.9 63.8 9. 28.0 68.7 0.4 29.3 60.1 11.8 26.7 59.5 12. 25.9 67.8 9.3 27.5 66.0 5.8 24.2 70.3 5.8 20.6 51.3 0.7 19.7 63.6 10.7 21.8 49.7 11.5 26.6 63.7 12.4 26.7 70.2 9.4 27.2 62.7 0.8 32.9 70.5 12.3 31.4 72.0 0.6 31.7 79.0 10.3 33.5 71.5 10.8 32.4 69.5 9.8 33.2 66.6 11.0 32.6 61.2 9.4 29.9 72.5 9.7 30.0 73.1 8.0 28.8 66.5 6.9 AVG MAX MIN 5.8 79.0 744 o o HOURS HOURS = GOOD AUDIT HOURS COLLECTED BUT NUMBER OF NUMBER OF NUMBER OF ~4 o o BLANK = MISSING DATA HOURS AVAILABLE . CALIBRATION HOURS = MISSING HOURS = TOTAL NUMBER NUMBER 00.0 o MN = MAINTENANCE (PERCENT) = NTENANCE HOURS = AU ,. AOOIT DATA CAPTURE NUMBER OF MA CA = CALIBRATION = NVALlOATED = NVALlDATED . DATA OF OF ~ .. - .. .. SIGMA. THETA DEGREES PARAMETER UNITS .- .. ... - - ~ASHINGTON .. BDTHELL .. .. CREEK BUSINESS PARK - - NORTH ... CORPORATION 993 .., QUADRANT JANUARY - SITE DATA - 23 24 22 23 21 22 20 21 19 20 18 19 17 18 16 17 15 16 14 15 13 14 (PST) 12 13 HOURS 11 12 10 11 09 10 08 09 07 08 06 07 05 06 04 05 03 04 02 03 01 02 FOR 00 01 HR-BEG HR.END MIN 11.4 12.5 11.0 9.3 12.8 8.6 16.2 9.1 11.0 6.3 4.7 7.5 10.9 11.3 8.1 9.4 9.3 14.3 10.1 11.3 8.8 11.4 MAX 67.7 55.0 59.9 51.4 68.9 62.9 79.5 83.3 60.5 64.2 73. 55.2 65.8 70.9 68.1 65.9 62.1 76.6 62.2 32.8 28.2 58.8 56.2 40.8 64.5 59.4 78.9 58.4 66.1 63.6 79. AVG 36.9 32.9 22.1 23.0 28.0 31.8 38.6 33.3 31.7 20.6 21.2 25.6 32.1 39.5 38.0 36.4 26.1 39.8 21.9 16.4 14.6 26 42.9 38.8 21.8 36.6 40.4 14 30.3 51.9 21.1 3.1 8.0 39.7 33.8 54.9 53.9 43.5 29.0 43.2 21.7 11.3 11.3 14.5 2 9.2 11.9 10.3 10.9 11.5 12.1 11.3 5.2 30.2 15.7 27.5 14.8 30.3 25.9 36.5 36.6 38.0 8.8 15.8 64.5 10.8 28.5 45.1 26.2 58.4 27.7 28.8 49.4 32.1 30.1 15.9 53.1 66.1 36.5 30.6 60 10.9 50.8 20.1 19.6 18.6 16.4 44.7 17.7 24.4 18.0 40.9 38. 13.4 12.8 19.1 71.5 39.6 46.4 62 39.3 59.3 2.6 26.8 59.5 16.4 36.4 30.1 13.2 26.6 21.2 54.6 29.5 58.5 20.8 13.2 10.1 37.1 29.0 16.7 32.8 45.6 35.8 76.6 32.6 12.8 11.5 41.6 18.0 13.9 24.3 42.4 13.0 36.7 12.8 50.3 19.0 83.3 60.2 27.2 .4 10.1 24.4 14.0 13.9 16.8 10.3 70.9 18. 13.4 11.5 13.5 14.2 32.3 56.3 43.4 13.9 32.3 39.6 13.4 51.4 16.8 46.7 16.2 69.5 14.2 18.6 9.1 17.4 23.3 45 6.7 11.7 9.3 35.4 39.8 2. 9.7 51.7 13.2 15.0 40.7 11.5 42.0 55.0 13.2 19.6 26.2 24.9 22.2 36.1 22.4 13.7 31.0 49. 44.2 45.7 14.3 40.0 9.9 66.5 19.4 14.2 9.3 36.6 12.1 11.5 22.8 11.5 34.7 5.2 3.2 43.5 34.8 20.6 63 49. 13.5 15.2 17.3 37.4 35.5 22.8 41.4 26.5 30.5 28 37.2 44.0 30.0 12.0 11.9 36.3 4.5 1.9 8.8 28.2 15.0 11.7 37.8 0.6 29.0 16.8 16.8 15.8 11.0 17.7 73.1 .2 11.9 9.4 13.7 6.8 66.7 11.8 15.1 18.6 24.3 13.9 12.0 20.1 12.1 54.7 11.5 41.2 23.4 55.8 21.4 13.0 19.0 12.8 27.1 16.4 52.0 59.0 27.2 51.4 47.1 12.0 14.2 17.0 41.4 16.1 45.7 16.2 14.0 15.7 27.9 41.0 15.1 21.2 11.2 50.8 14.3 55.8 54.1 35.9 20.3 11.4 14.6 12.4 4.8 0.9 27.4 15.8 34.4 52.0 15.7 6.3 3.9 55 32 15.9 10.7 12.0 12.0 20.7 7 38.7 11.4 24.1 26.2 49.1 38 12.8 47.0 13.4 15.1 16.1 41.4 42.1 27.9 35.3 28.7 12.3 39.7 23.3 32.2 44.0 40.0 41.0 12.8 14.3 12.5 41.8 56.2 15.2 16.9 12.8 18.4 14.2 28.2 41.8 48.4 5 6.5 50.7 11.3 31.0 12.4 49.6 59.4 29.8 24.3 39.8 13.6 8.6 59.8 34.8 11.8 12.5 18.3 23.9 0.9 9.5 8. 39.9 10.4 43.6 0.1 2.3 39.3 11.8 30.4 12.8 78.9 14.8 39.4 54.7 11.3 45.7 9.7 59.9 40.7 41.2 33.6 12.5 12.4 15.4 32.1 43.5 52.5 20.6 42.6 17.2 4.9 20.3 35.9 61.7 44.7 32.6 55.8 38.1 13.1 13.4 16.8 12.0 28.7 40.8 28.1 15.8 12.9 13.6 37.8 26.6 47.0 56 23.2 11.3 9.3 32.0 26.8 39.6 12.4 31.4 10.6 7.6 19.2 49.4 70.9 48.1 49.5 62.1 41.8 14.1 15.1 15.2 48.5 53.0 9.2 32.5 11.9 12.0 22.8 18.0 58.8 36.7 12.9 38 13.1 15.2 18.5 19.0 59.9 24.5 13.0 11.0 25.4 15.4 12.5 26.6 12.9 20.2 10.9 17.3 12.4 10.9 11.0 16.8 11.4 12.4 28.2 21.2 11.4 38.5 57.4 17.2 12.8 10.9 34.3 30.3 19.0 26.5 15.9 19.9 12.1 15.8 29.8 9.4 10.2 14.3 13.7 12.9 24.6 16.5 30.5 11.4 40.8 14.7 22.1 13.6 13.7 58.0 52.0 50.2 45.7 62.0 24.3 11.2 11.3 55.2 33.9 11.9 16 16.9 2.5 47.3 19.9 6.4 8.0 27.2 30.1 40.3 24.0 41.8 39.3 63.6 28.5 54.7 36.3 44.3 11.9 26.3 57. 60.4 30.4 20.0 56.6 49.0 17.3 12.6 13.9 28.4 16.5 13.9 15.8 11.2 19.4 24.4 55.8 37.4 3.4 14.7 33.6 20.8 13.9 17.9 12.4 39.2 15.1 52.3 15.9 11.9 15.0 10.9 58.4 22.7 49.5 9.1 16.1 65.8 41.8 51.3 46.0 20.5 46.3 59.1 19.4 11.8 12.9 12.6 27.9 15.9 14.5 12.4 37.8 35.6 14.5 38.6 13.5 58.4 26.6 35.8 60.5 29.5 6.9 6.0 7.5 62.9 22.3 68 31.4 41.8 17.2 62.2 26.8 11.0 12.6 41.3 16.9 14.0 59.4 11.4 42.9 12.1 17.0 79. 3 28. 35.0 DAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 8.0 39.3 12.5 17.4 14.0 14.6 45.9 39.3 60.5 45.4 45.9 19.9 12.4 12.3 50.5 32.3 10.2 18.4 16.4 14.8 17.4 15.6 28.3 40.3 11.0 39.2 13.6 17.2 79.5 15.1 44.2 64.2 50.9 33.7 26.6 45.8 3.7 62.3 47.4 47.9 11.9 14.1 14.0 51.2 21.7 35.8 0.2 17.3 23.5 20.5 60.4 41.2 41.3 51 48.6 12.0 17.8 38.8 14.7 49.5 9.1 50.5 26.0 4.7 14.0 45.6 56.5 34.3 65.9 44.0 45.4 12.4 31.1 42.6 38.1 14.8 18.4 42.5 41.6 29.0 16.5 19.6 14.2 7.5 29.8 59.6 60.5 56.6 41.5 43.8 21.6 11.4 22.4 12.6 13.4 33.8 34.3 17.0 22.4 68.9 55.1 47.5 37.2 39.6 9.9 5.4 20.6 51.9 58.7 39.7 54.4 53.3 45.7 13.4 18 67.7 13.4 44.7 7.8 31.8 62.9 49.4 19.0 37.0 6.3 5.7 23.3 23.8 53.6 33 54.7 36.3 6.7 13.5 32.8 11.9 21.8 12.9 67.2 29.3 43.0 17.5 56.9 9.2 6.9 11.9 28.8 55.2 11.0 39.6 60 37.2 20.0 29.2 6.9 83.3 28.8 31.3 64.5 8.0 29.9 76.6 0.1 30.4 83.3 10 27.7 26.6 66.5 69.5 9.3 9. 27.3 71.5 8.8 26.6 73.1 9.4 24.3 59.8 8. 19.3 59.9 0.7 22.4 57.4 9.4 28.3 62.0 11.2 27.9 78.9 10.2 29.7 59.0 11.2 33 79.5 o 29 60.4 10.2 30.6 70.9 7.6 33 65.9 4.7 28.5 61.7 4.9 29.8 60.5 7.5 33.0 68.9 5.4 31.3 67.7 5.7 28.5 67.2 6.9 31.0 79.1 6.9 30.7 68.1 6.0 AVG MAX MIN 4.7 00.0 o DATA CAPTURE (PERCENT) = NUMBER OF MAINTENANCE HOURS = 744 o o HOURS HOURS = = GOOD AUD IT HOURS COLLECTED BUT OF OF OF NUMBER NUMBER NUMBER HOURS AVAILABLE = 744 CALIBRATION HOURS = 0 MISSING HOURS = 0 BLANK. MISSING OATA TOTAL NUMBER NUMBER MN = MAINTENANCE T AU = AUD CA = CALIBRATION NVALlDATED = NVALlDATED ':I DATA OF OF - - - -- SIGMA.THETA DEGREES .... - PARAMETER UNITS .. - ~ASHINGTON - BOTHELL .. NORTH CREEK BUSINESS PARK - - .. ON - QUADRANT CORPORAT FEBRUARY 1993 .. - SITE OATA - 23 24 22 23 21 22 20 21 19 20 18 19 7 18 16 7 15 16 14 15 13 14 (PST) 12 13 HOURS 11 12 10 11 09 o 08 09 07 08 06 07 05 06 04 05 03 04 02 03 01 02 FOR 00 01 HR-BEG HR-ENO MIN 12.0 14.7 15.8 11.9 10.3 3.7 MAX 58.5 65.9 66.9 64.9 76.5 63.8 AVG 31.7 33.5 46.0 30.1 37.5 37.2 26.2 44.2 50.8 11.9 46.2 14.7 33.9 65.9 17.2 17.2 35.9 23.3 39.8 48.6 27.1 13.4 59.3 21.2 9.2 36.7 53.6 15.6 44.2 23.3 5.4 16.7 63.6 17.9 32.2 49.7 2.0 20.3 62.1 41.8 52.8 63.8 2.9 37.5 58.5 25.5 40.5 13.7 37.6 18.0 9. 15.4 30.0 39.4 16.8 11.0 8.1 10.6 9.8 9.6 7.2 12.9 81.4 68.2 65.0 57.9 58.3 65.8 60.5 74.2 35.8 27.7 34.2 30.4 26.2 27.9 26.4 36.0 25.6 13.2 23.4 10.6 9.8 24.7 36.7 B.5 MN MN MN MN MN MN MN MN MN MN MN MN MN 25.9 13.1 23.6 16.8 13.0 33.7 54.1 23.8 MN MN MN MN MN MN MN MN MN MN MN MN MN 34.8 11.5 42.1 24.5 11.4 33.2 48.3 28.3 MN MN MN MN MN MN MN MN MN MN MN MN MN 49.7 12.0 21.9 15.6 11.9 11.9 11.5 31.2 MN MN MN MN MN MN MN MN MN MN MN MN MN 31.7 15.4 35.2 28.2 10.1 10.4 13.1 64.0 MN MN MN MN MN MN MN MN MN MN MN MN MN 19.9 14.7 26.6 16.1 30.0 41.6 20 18.9 15.8 14.5 27.3 40.4 8.0 22.1 35.2 14.8 31.7 36.7 49.4 18.8 42.3 14.6 32.5 22.4 22. 11.5 12.1 12.9 21.7 9.6 14.8 26.6 MN MN MN MN MN MN MN MN MN MN MN MN MN 16.8 11.5 8.1 40.8 35.8 16.9 13.4 2.9 MN MN MN MN MN MN MN MN MN MN MN MN MN 41.8 11.0 19.6 11.0 13.9 12.3 20.1 16.8 MN MN MN MN MN MN MN MN MN MN MN MN MN 26.3 14.0 39.8 12.5 27.1 14.0 16.1 19.5 MN MN MN MN MN MN MN MN MN MN MN MN MN 33.9 38.2 50.3 32.8 49.5 22 54.9 54.7 53.3 28.8 50.5 52.3 30.9 33.1 64.0 64.9 47.5 43.4 42 41.6 40.0 33.8 34.4 34.5 58.5 34.7 56.8 45.3 52.2 29.8 29.2 46.8 65.9 40.7 76.5 51.1 36.0 18.8 66.9 56.6 55.6 41.5 50.6 22.8 39.7 32.3 16.9 56.6 50.0 50.1 56.9 18.5 14.3 38.7 31.8 21.1 58.0 50.9 16.2 45.7 9.6 49.2 47.6 59.4 13.9 47.9 17.9 31.4 33.7 38.8 10.3 39.6 9.0 19.0 40.8 38.7 22.9 14.3 14.0 15.2 MN MN MN MN MN MN MN MN MN MN MN MN MN 25.7 16.5 31.8 57.9 19.5 13.2 15.7 6.3 MN MN MN MN MN MN MN MN MN MN MN MN MN 59.4 25.9 32.5 40.0 30.5 17.0 13.1 30.9 MN MN MN MN MN MN MN MN MN MN MN MN MN 81.4 68.2 23.2 53.5 58.3 55.8 30.7 35.3 MN MN MN MN MN MN MN MN MN MN MN MN MN 69.4 38.0 54.1 28.8 51.8 34.2 60.5 74.2 MN MN MN MN MN MN MN MN MN MN MN MN MN 57.6 63.6 48.0 21.0 22.9 35.0 45.8 25.0 MN MN MN MN MN MN MN MN MN MN MN MN MN 21.4 51.1 31.2 49.2 25.6 33.7 14.2 49.5 MN MN MN MN MN MN MN MN MN MN MN MN MN 33 27.9 39.3 38.2 17.0 19.5 14.5 62.0 MN MN MN MN MN MN MN MN MN MN MN MN MN 31.6 37.4 65.0 19.2 30.6 23.9 11.0 45.2 MN MN MN MN MN MN MN MN MN MN MN MN MN 36.3 32.6 48.9 38.1 35.3 46.4 20.1 29.2 MN MN MN MN MN MN MN MN MN MN MN MN MN 35.9 27.1 18.9 52.5 36.0 54.2 17.7 70.4 MN MN MN MN MN MN MN MN MN MN MN MN MN 28.8 12.9 44.1 25.7 52.7 31.0 49.8 33.9 MN MN MN MN MN MN MN MN MN MN MN MN MN 43.6 49.4 64.5 45.8 23.0 47.3 36.9 28.2 MN MN MN MN MN MN MN MN MN MN MN MN MN 21 39.4 39.7 19.1 31.1 65.8 55.1 36.0 MN MN MN MN MN MN MN MN MN MN MN MN MN 19.7 43.5 12.3 27.9 15.8 11.5 7.2 71.6 MN MN MN MN MN MN MN MN MN MN MN MN MN DAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 81.4 32.9 25.5 50.8 9.8 28.4 65.9 13.0 31.7 59.3 11.4 25.6 53.6 11.5 28.8 64.0 10 27.4 63.8 9.6 24.6 58.5 8.1 21.9 41.8 11.0 22.7 41.6 12.5 22.9 40.8 14.0 25.4 57.9 13.2 30.7 59.4 13 45.2 81.4 22 50.4 74.2 28.8 43.0 64.9 21.0 35.9 51.1 14.2 37.8 62.0 14.5 41.0 76.5 11.0 40.2 66.9 18.8 38.0 70.4 6.9 36.2 56.9 12.9 40.2 64.5 16.2 38.9 65.8 3.9 27.2 71.6 7.2 AVG MAX MIN 7.2 50.0 312 MN = MAINTENANCE OATA CAPTURE (PERCENT) = NUMBER OF MAINTENANCE HOURS = AU = AUDIT CA = CALIBRATION 336 o o = NUMBER OF GOOD HOURS = NUMBER OF AUDIT HOURS = NUMBER OF HOURS INVALIDATED = DATA COLLECTED BUT INVALIDATED 672 o 24 SSING DATA HOURS AVAILABLE = CALIBRATION HOURS = MISSING HOURS = BLANK = MI OF OF TOTAL NUMBER NUMBER