WYANDOTTE MUNICIPAL SERVICES COMMUNITY WIND ENERGY PROJECT WIND RESOUCE SUMMARY

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WYANDOTTE MUNICIPAL SERVICES COMMUNITY WIND ENERGY PROJECT WIND RESOUCE SUMMARY MONTHLY REPORT October 15, 2007 Black & Veatch Project: 144374 Prepared by: Black & Veatch Corporation 6300 S. Syracuse Way Suite 300 Centennial, Colorado 80111 USA (720) 834-4200

Principal Investigators: Ryan Jacobson, Wind Energy Specialist Sean Tilley, Wind Energy Specialist Jason Fields, Wind Energy Specialist Copyright, Black & Veatch Corporation, 2007. All rights reserved. The Black & Veatch name and logo are registered trademarks of Black & Veatch Holding Company.

Contents Contents 1.0 Introduction...1-1 2.0 Met Tower Locations... 2-1 3.0 Met Tower Operational Status... 3-2 4.0 Data Collection Summary... 4-1 5.0 Production Estimate Summary... 5-1 Tables Table 3-1. Met Tower Sites and Equipment Summary... 3-8 Table 4-1. Wind Data Collection Summary.... 4-1 Table 5-1. Production Estimates... 5-1 Figures Figure 2-1. Met Tower locations and Land Control Status.... 2-1 Figure 4-1. Monthly rage Low Level Wind Speeds... 4-1 15 October 2007 TC-1 Black & Veatch

Introduction 1.0 Introduction This report was prepared by Black & Veatch in the course of performing a wind energy assessment campaign for Wyandotte Municipal Services study of wind energy development options. The development area is located in Wyandotte, Michigan, near the United States border with Canada. The duration of this report is from the time when each of the towers was commissioned to the end of September, 2007. This report covers a brief summary of wind data measured at two meteorological towers and an update of their operational status. Wind energy production estimates for the GE 1.5MW xle, Vestas V80 1.8MW and Vestas V90 3.0MW, wind turbine models are also included in this report to provide information on the developing level of performance for the project. 2.0 Met Tower Locations The meteorological tower locations, their proximity to the international border and a national wildlife refuge are presented in Figure 2-1. The project is located in a densely populated urban environment with various sized structures throughout the local area. The tower sites are generally free from obstructions within 1,000 2,000 feet, with the nearest buildings no more than 2-3 stories tall. Figure 2-1. Met Tower locations. 15 October 2007 2-1 Black & Veatch

Met Tower Operational Status 3.0 Met Tower Operational Status The meteorological equipment in use on the project site is presented in Table 3-1, all equipment is present; however, both wind direction sensors on the BASF tower have malfunctioned. Wind Vane at 59 meters Stopped functioning August 24, 2007 Wind Vane at 29 meters Stopped functioning March 24, 2007 These sensor malfunctions are likely due to electrostatic discharge (ESD). Although these towers and instruments were installed with proper grounding equipment, the magnitude of an ESD event (such as a lightning strike) is unpredictable and can affect sensors and loggers despite significant grounding protection. The data from the loggers can provide valuable insight to when these events occur, and in some cases the extent of the damage caused. In the case of the BASF tower, it appears that the equipment has been subjected to one or more significant ESD events that have affected both of the wind vanes. While the data from this logger has provided clues to as to what happened, field testing is required to determine the extent of the damage and what equipment will need to be replaced. Both of Wyandotte Municipal Services towers were configured with redundant wind speed and direction sensors. These sensors aid the wind resource analysis in several ways, such as reducing the effects of tower shadowing and sensor data validation. However, this configuration was also developed so that a loss of a sensor (such as a wind vane or an anemometer) would not necessitate immediate action, thus reducing the frequency of required maintenance. Also, the close proximity of these towers and the high correlation of the wind direction, temperature and air pressure data also permits one tower s data to fill in the time series gap of another. Due to this relationship, the repair of the BASF wind direction sensors is not necessary at this time. The wind direction data collected from the tower will be used to fill in the gap in the wind direction data at the BASF site until a time when another sensor malfunction (such as the 60m anemometer) necessitates lowering the tower to replace the damaged instruments. 15 October 2007 3-2 Black & Veatch

Met Tower Operational Status 3.1 Met Tower Maintenance Recommendations As we have seen from this last year, the towers in this area are subject to strong, and potentially damaging, winter storms. As such, Black & Veatch has arranged, with the permission of Wyandotte Municipal Services, for a meteorological tower technician to visit the met tower sites to perform the following preventive maintenance: Tower Straightening/Inspection Guy Wire Tension Adjustment Anchor Inspection PV Panel Cleaning Logger operational inspection and maintenance Memory Card Data Download and Clearing While this preventative maintenance will help to ensure that the towers operate well through the winter, Black & Veatch recommends that local personnel perform visual inspections after any major storms or icing events that may occur during the winter season to prevent or minimize any possibility of data loss. Please contact Black & Veatch with any new developments from the visual inspection process as soon as possible. The visual inspections combined with the Black & Veatch weekly data screening will ensure dataset integrity. 15 October 2007 3-3 Black & Veatch

Met Tower Operational Status Table 3-1. Met Tower Sites and Equipment Summary. Met Tower Number: 02539 02540 Met Tower Name: BASF nue Type: 60m Tubular; 8-6- 4.5 O.D 60m Tubular; 8-6 - 4.5 O.D Manufacturer Ohmega Ohmega Data Transfer Method CDMA Modem CDMA Modem Wind Speed Sensor Type NRG #40 NRG #40 Monitoring Heights Orientation 60m, 30m, 10m; SE&NW 60m, 30m, 10m; SE&NW Wind Direction Sensor Type NRG #200P NRG #200P Monitoring Heights & Orientation 49m, 29m; SW 49m, 29m; SW Sensor Boom Length 60.5 60.5 Sensor Boom O.D 1.0 1.0 Sensor Rise above Boom 22 22 Temperature Sensor SWI Monitoring Height 3m Pressure Sensor Setra 276 Monitoring Height 3m Latitude (WGS84): 42º 13' 6" N 42º 11' 21.42" N Longitude (WGS84): 83º 8' 33.06" W 83º 9' 46.86" W Elevation (meters): 174 175 Installation date: March 21, 2007 December, 22 2006 Dataset Ongoing? Yes Yes Last Maintenance Date: 15 October 2007 3-8 Black & Veatch

Data Collection Summary 4.0 Data Collection Summary Black & Veatch receives raw data from the met towers on a daily basis and reviews the wind data on a weekly basis. All data is validated through a process of visual inspections of the time series data, along with the comparison of wind speed measurements at different heights on the same tower and between towers. Wind speed data between each met tower s anemometers at the upper two measurement heights were used to derive the power law exponents, or shear exponents, for each tower on a 10- minute basis. The wind shear exponent represents the rate at which winds speeds will change with height. Only wind speeds greater than 4 meters per second were used to perform this calculation. These shear values were then used to create an 80m (hub height) dataset. These monthly averages for each tower are summarized in Table 4-1. The observed pattern of variation in the monthly wind speeds for the lower level sensors of each met tower are shown in Figure 4-1. Also plotted on the chart is the long term monthly average wind speeds observed at the Detroit Airport (call sign DTW). The average wind speeds for each tower have a strong correlation to each other and with the reference stations. From this data, it appears that the wind speed averages follow the general trend of the nearby long term reference stations. September is observed as being the lowest wind speed time of the year, which is consistent with normal season conditions in the region. The strong correlation also indicates that wind resource averages will also likely increase in the subsequent months. 6.0 5.5 5.0 4.5 Wyandotte Municipal Services Monthly rage Low Level Wind Speeds nue 10m BASF 10m DTW Airport (Long Term) Wind Speed (m/s) 4.0 3.5 3.0 2.5 2.0 1.5 1.0 Jan Feb Mar Apr May Jun July Aug Sep Oct Nov Dec Month Figure 4-1. Monthly rage Low Level Wind Speeds. 15 October 2007 4-1 Black & Veatch

Data Collection Summary Table 4-1. Wind Data Collection Summary. 60m rage Wind Speed (m/s) 80m rage Wind Speed (m/s) 80m Max rage Wind Speed (m/s) 80m Max 3-sec Wind Gust (m/s) 30m to 60m rage Wind Year 2007 rage To Date Month Jan Feb Mar Apr May Jun July Aug Sep Oct Nov Dec m/s mph 5.7 6.1 6.4 6.3 4.7 4.3 4.3 4.1 4.2 5.1 11.6 BASF 6.4 5.0 4.5 4.6 4.3 4.5 4.9 11.1 6.1 6.5 6.9 6.8 5.2 4.7 4.6 4.4 4.6 5.5 12.6 BASF 6.8 5.4 5.0 5.0 4.6 5.0 5.3 12.0 16.1 18.1 16.9 18.0 17.4 15.1 15.2 16.3 13.7 16.3 37.0 BASF 18.0 18.2 18.5 15.9 14.0 15.2 16.6 37.7 25.0 26.8 27.0 25.9 33.8 21.6 24.9 32.4 21.0 33.8 76.7 BASF 25.0 31.5 24.7 27.0 26.5 23.4 31.5 71.5 0.263 0.245 0.217 0.285 0.257 0.305 0.285 0.233 0.242 0.259 Shear BASF 0.194 rage Turbulence Intensity @ 15 m/s rage Temperature (ºC) rage Air Density (kg/m^3) 0.240 0.259 0.237 0.224 0.315 0.245 16.7% 17.1% 17.6% 15.9% 34.8% 18.6% 35.1% 0.0% 19.5% BASF 16.7% 11.9% BASF BASF 17.5% 15.3% -0.5-6.7 4.4 8.4 16.7 9.7 23.5 24.7 20.2 11.2 1.270 1.300 1.250 1.225 1.198 1.254 1.166 1.162 1.184 1.223 Notes: All wind speed values in meters per second (m/s) unless otherwise indicated. 1m/s = 2.24 mph. 80 meter wind speed data is estimated from 60 meter data and measured wind shear between 60 and 30 meters. 15 October 2007 4-1 Black & Veatch

Production Estimate Summary 5.0 Production Estimate Summary The wind energy production estimates in Table 5-1 display the likely performance for several turbine models that have operational characteristics conducive for the wind resource observed at this project area. These production estimates incorporate an assumed 15 percent project loss and are based on power curves matching the observed air densities at each met tower site. These results are preliminary, based on a simple spreadsheet lookup function on a time-series basis. A more comprehensive wind energy estimate conforming to industry standards will need to be provided after a year of data has been collected to accurately estimate production. 15 October 2007 5-1 Black & Veatch

Production Estimate Summary Table 5-1. Production Estimates. Year 2007 Month Jan Feb Mar Apr May Jun July Aug Sep Oct Nov Dec rage To Date Est. GE 1.5 xle 28.7% 29.6% 36.4% 34.3% 18.9% 15.4% 13.4% 11.4% 12.7% 22.3% Gross Capacity Factor BASF 34.5% 20.6% 19.1% 16.1% 14.4% 16.0% 20.1% GE 1.5 xle 251.0 269.8 368.3 337.4 176.0 128.3 120.3 99.1 113.4 207.1 Production Estimate (MWh) BASF 333.8 194.7 154.8 147.3 124.0 144.5 183.2 Est. V82 1.65 26.7% 27.8% 34.2% 32.3% 17.3% 13.8% 12.0% 10.0% 11.3% 20.6% Gross Capacity Factor BASF 32.4% 18.9% 17.5% 14.7% 13.0% 14.6% 18.5% V82 1.65 MW 256.9 278.6 380.5 349.7 176.9 127.0 118.6 95.8 110.9 210.5 Production Estimate (MWh) BASF 345.6 196.6 155.8 147.6 122.6 145.1 185.6 Est. V90 3.0 MW 18.6% 20.3% 25.1% 24.3% 11.9% 10.0% 8.4% 7.1% 8.1% 14.9% Gross Capacity Factor BASF 24.2% 12.9% 12.3% 10.2% 9.0% 10.1% 13.1% V90 3.0 MW 325.3 369.7 508.1 479.1 221.8 166.6 151.4 123.6 143.9 276.6 Production Estimate (MWh) BASF 468.3 244.8 199.0 186.0 154.9 182.0 239.2 Notes: Wind Turbine Production estimates are preliminary, a more comprehensive wind energy estimate will be provided after 1 year of data collection is complete. Capacity factor changes due to updating power curve to match recorded air density. An assumed loss factor of 15 percent is applied to production values. Capacity factor changes due to updating turbine model to match appropriate wind characteristics. 15 October 2007 5-1 Black & Veatch