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Address Info: 1150 O Street, P.O. Box 758, Greeley, CO 80632 | Phone:
(970) 400-4225
| Fax: (970) 336-7233 | Email:
egesick@weld.gov
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20073266.tiff
�▪ • • FIRE FLOW ANALYSIS • WATERFRONT AT FOSTER LAKE WELD COUNTY, COLORADO • • • • Prepared for: • • HF HOLDINGS,LLC c/o Darwin Horan ATM: Linda Sweetman-King • • 4 Inverness Court East#300 • Englewood, CO 80112 • • Prepared by: • • TETRA TECH • 1900 South Sunset, Suite 1-F Longmont, Colorado 80501 • • Tetra Tech Job No. 80-5161.002.04 • • • July, 2007 • • • ,1kTETTECH • � • • • 2007-3266 • • • TETRA TECH • • • • • • July 11, 2007 • • Mr. David Bauer, P.E. • Civil Engineer • Weld County—Public Works • 1111 H Street Greeley, CO 80632 • • Re: Fire Flow Analysis - Waterfront at Foster Lake • Tetra Tech Job No. 80-5161.002.04 • Dear Mr. Bauer: • • Tetra Tech, on behalf of Terravision, is submitting this Fire Flow Analysis Report for Waterfront • at Foster Lake. This report provides information regarding proposed fire hydrants and available fire flow for the site. This project is evaluated individually with respect to the existing system as • well as the planned waterline improvements. • ' • If there are any questions or comments concerning this report, please feel free to contact us. • Sincerely, • • TETRA TECH • / • /ccc, • Ruslan Asadullaev, E.I.T. • Design Engineer • • • • • • • • • • R:\5161 002 anderson\Documents\5161_002_04 Wire Flow Analysis\Fire Flow Analysis Report.doc•• ' I ,-cr cn, :) n:SCI • Tel Fax;„. }, .....acli it✓i,cvn • • • • mrt TETRA TECH • • • • • • • • • ENGINEER'S CERTIFICATION • • I hereby certify that this Fire Flow Analysis for Waterfront at Foster Lake was prepared under • my direct supervision in accordance with the Mountain View Fire Protection District • Requirements and for the owners thereof. • • 1 , • Camero'Fo � e , • Registered Pry .�.ipnal Engi j • • State of Colora• • • • • • • • • • • • • • • • • • • • • • • . • TABLE OF CONTENTS Page 1.0 Introduction I 2.0 Site Description 1 . 3.0 Analysis and Design Criteria I 4.0 Conclusion 2 • APPENDICES • . Fire Flow Input Data A Fire Flow Results• B • DRAWINGS •• Fire Flow Analysis Diagram Back of the Report • S i a S S FIRE FLOW ANALYSIS WATERFRONT AT FOSTER LAKE WELD COUNTY, COLORADO 1.0 INTRODUCTION Waterfront at Foster Lake is approximately a 587 acre subdivision located in the South . half of Section 27 and the North half of Section 34, Township 3 North, Range 68 West and the Northeast Quarter of Section 3, Township 2 North, Range 68 West of the 6th Principal Meridian, county of Weld, state of Colorado. More specifically, the Waterfront property is bordered on the east by I-25, on the west by Weld County Road(WCR) 7, on • the south by the St. Vrain State Recreation area and the St. Vrain River, and on the north . by Foster Reservoir and agricultural land. • A fire flow analysis was performed for this project. The Water system ties into the • proposed 12" waterline located along existing WCR 28. The existing 12" pipe will be • relocated to be located in the proposed WCR 28. This relocation will accommodate the property with water. The relocated pipe will tie to the existing 12" waterline in WCR 7 and to the existing 12" waterline in the WCR 28, on the eastern side of Waterfront property. • 2.0 SITE DESCRIPTION • Proposed development on the site will consist of a residential development with 1804 . residential units. Project is currently surrounded by agricultural land and is located north of the St. Vrain River and south of Foster Reservoir. • • Due to the size of the development, it is proposed that the subdivision will be constructed • in multiple phases. A number of construction phases and what each phase would entail is • yet to be determined. • 3.0 ANALYSIS AND DESIGN CRITERIA • Design Parameters and Assumptions • The Fire Flow Analysis is performed using WaterCAD software by Haestad Methods. • The following design parameters were assumed in this calculation: • Minimum Fire Flow Requirements • 1 and 2 family units = 2,000 gpm • Maximum Static Pressure = 90 psi • Minimum Static Pressure = 55 psi • Fire Flow Residual Pressure= 20 psi • Maximum Pressure Drop=40 psi •• • • • • • • The input data for all analyses are presented in Appendix A of this report. The input data • shows the fire flow constraints for each hydrant as well as all of the pipe sizes and • materials. • Phase Analyses • The construction of the first Phase of the project will includes the waterline relocation in • WCR 28, and connections to the existing pipe in WCR 28 will be maintained.The site • will be supplied by means of these tie-in locations. The information on existing pressure • reading in pipe was obtained from the Longs Peak Water District. Pressure in the pipe located at the cross-section of WCR 7 and WCR 26 is 75 psi. Pressure in the pipe to the • east of Waterfront is about 70 psi. • • The Available Fire Flow, for every proposed fire hydrant of the site as well as all • pressure junctions was calculated using the Haestad Methods WaterCAD software. Obtained available flows are shown in the report provided in Appendix B. All • firehydrants have an available flow greater than 2000gpm. (Please refer to the plan • provided in the back of this report for pipe sizes and fire hydrant location on the site.) • • 4.0 CONCLUSION • • This Fire Flow Analysis shows that the proposed water system meets the fire flow requirements. This project also meets all residual pressure requirements at each fire • hydrant location. • • • • • • • • • • • • • • • • • • • • 2 • • • • • •• • • • • APPENDIX A • • FIRE FLOW INPUT DATA • • • • • • • • • • • w• • • • • • • • • • • • • • • •• �• • • • • Scenario: Base II Fire Flow Analysis Ill Junction Report . •Label Elevation Calculated Pressure Available Needed Fire Flow ResiduaMinimum Zone Northing Easting 5 (ft) Hydraulic Grade (psi) Fire Fire Flow Upper Limit Pressure Pressure (ft) (ft) (ft) Flow (gpm) (gpm) (psi) (psi) . (gpm) . J-179 4,949.21 5,111.78 70.33 5,000.00 2,000.00 5,000.00 20.00 10.00 1,313,597.10 3,145,565.21 J-53 4,912.65 5,714.66 87.49 3,773.30 2,000.00 5,000.00 20.00 10.00 1,308,971.08 3,143,393.97 5 J-266 4,945.74 5,115.54 73.46 4,414.51 2,000.00 5,000.00 20.00 10.00 1,312,074.79 3,143,685.79 le J-326 4,966.11 5,116.63 65.12 2,621.19 2,000.00 5,000.00 20.00 10.00 1,315,116.07 3,141,791.76 J-326 4,968.10 5,116.63 64.26 2,565.25 2,000.00 5,000.00 20.00 10.00 1,315,075.35 3,141,697.06 5 J-206 4,924.64 5,113.35 81.64 3,722.39 2,000.00 5,000.00 20.00 10.00 1,310,408.77 3,145,710.44 . J-384 4,925.74 5,114.97 81.87 3,973.07 2,000.00 5,000.00 20.00 10.00 1,309,841.79 3,144,200.54 J-336 4,953.40 5,115.52 70.14 4,462.25 2,000.00 5,000.00 20.00 10.00 1,312,331.24 3,144,329.03 . J-70 4,877.69 5,11451 102.46 3,412.38 2,000.00 5,000.00 20.00 10.00 1,308,184.71 3,144,930.15 J-23 4,942.83 5,115.67 74.78 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,372.42 3,142,712.44 J-196 4,903.11 5,114.83 91.60 3,725.75 2,000.00 5,000.00 20.00 10.00 1,307,896.23 3,143,632.20 . J-339 4,941.66 5,115.37 75.16 5,000.00 2,000.00 5,000.00 20.00 10.00 1,311,677.93 3,144,303.13 J-310 4,946.31 5,112.38 71.85 3,515.83 2,000-00 5,000.00 20.00 10.00 1,312,050.65 3,145,150.84 . J-194 4,912.13 5,114.89 87.72 3,818.60 2,000.00 5,000.00 20.00 10.00 1,309,064.06 3,143,122.89 . J-188 4,911.85 5,114.86 87.83 3,775.92 2,000.00 5,000.00 20.00 10.00 7,308,86728 3,143,337.01 J-128 4,951.12 5,111.78 69.51 4,864.40 2,000.00 5,000.00 20.00 10.00 1,313,736.93 3,145,318.40 . J-40 4,934.56 5,112.83 77.13 3,822.78 2,000.00 5,000.00 20.00 10.00 1,310,925.41 3,145,776.41 le J-349 4,938.50 5,112.56 75.31 3,781.26 2,000.00 5,000.00 20.00 10.00 1,311,255.41 3,145,566.18 J-349 4,942.95 5,116.89 75.26 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,456.13 3,141,758.08 . J-414 4,928.36 5,114.97 80.74 3,847.25 2,000.00 5,000.00 20.00 10.00 1,310,309.58 3,144,476.14 le J-151 4,957.04 5,115.53 68.57 3,846.41 2,000.00 5,000.00 20.00 10.00 1,312,658.28 3,144,479.24 J-151 4,950.62 5,116.63 71.83 2,928.12 2,000.00 5,000.00 20.00 10.00 1,313,257.18 3,141,966.84 . J-62 4,936.81 5,112.62 76.07 3,959.74 2,000.00 5,000.00 20.00 10.00 1,311,023.72 3,145,547.72 le J-39 4,948.84 5,110.38 69.89 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,767.83 3,145,899.42 J-39 4,950.31 5,111.78 69.86 4,972.27 2,000.00 5,000.00 20.00 10.00 1,313,782.35 3,145,357.99 . J-320 4,942.77 5,116.63 75.22 4,954.47 2,000.00 5,000.00 20.00 10.00 1,312,487.19 3,142,099.90 J-143 4,907.52 5,114.86 89.71 3,773.21 2,000.00 5,000.00 20.00 10.00 1,308,355.64 3,143,013.56 le J-182 4,948.83 5,111.78 70.50 5,000.00 2,000.00 5,000.00 20.00 10.00 1,313,651.28 3,145,579.94 . J-248 4,937.62 5,115.77 77,08 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,204.23 3,142,799.46 J-113 4,923.24 5,114.98 82.96 4,024.82 2,000.00 5,000.00 20.00 10.00 1,309,839.55 3,143,957.86 . .1-340 4,905.63 5,113.77 90.05 3,534.40 2,000.00 5,000.00 20.00 10.00 1,309,067.43 3,145,295.38 ID J-166 4,934.91 5,115.46 78.12 5,000.00 2,000.00 5,000.00 20.00 10.00 1,311,566.17 3,143,687.74 J-166 4,946.40 5,116.63 73.65 3,245.10 2,000.00 5,000.00 20.00 10.00 1,313,083.26 3,142,291.37 . J-79 4,951.52 5,112.24 69.54 4,405.16 2,000.00 5,000.00 20.00 10.00 1,312,470.41 3,145,390.23 le J-283 4,949.53 5,116.63 72.30 2,988.98 2,000.00 5,000.00 20.00 10.00 1,313,205.00 3,142,045.90 J-283 4,961.70 5,116.63 67.03 2,596.84 2,000.00 5,000.00 20.00 10.00 1,314,540.13 3,141,953.27 . J-218 4,910.34 5,114.88 88.50 3,797.51 2,000.00 5,000.00 20.00 10.00 1,308,866.60 3,143,030.11 . J-214 4,952.94 5,115.51 70.34 4,587.99 2,000.00 5,000.00 20.00 10.00 1,312,346.42 3,144,464.81 J-102 4,917.98 5,114.96 85.22 3,991.10 2,000.00 5,000.00 20.00 10.00 1,309,693.00 3,143,388.83 . J-280 4,953.66 5,111.78 68.41 2,467.52 2,000.00 5,000.00 20.00 10.00 1,314,943.63 3,145,244.91 . J-263 4,937.06 5,112.61 75.95 3,896.66 2,000.00 5,000.00 20.00 10.00 1,311,020.60 3,145,470.08 J-389 4,946.64 5,116.63 73.55 3,405.56 2,000.00 5,000.00 20.00 10.00 1,312,739.53 3,141,732.72 . J-346 4,914.53 5,114.86 86.67 3,750.75 2,000.00 5,000.00 20.00 10.00 1,309,180.93 3,143,618.07 J-44 4,915.54 5,114.95 86.27 3,958.65 2,000.00 5,000.00 20.00 10.00 1,309,485.93 3,143,098.95 le J-291 4,998.49 5,114.64 50.25 2,576.10 2,000.00 5,000.00 20.00 10.00 1,308,442.87 3,144,596.24 . J-239 4,952.11 5,115.51 70.69 4,867.57 2,000.00 5,000.00 20.00 10.00 1,312,284.74 3,144,438.64 J-9 4,951.75 5,116.63 71.34 2,868.58 2,000.00 5,000.00 20.00 10.00 1,313,339.53 3,141,890.29 J-204 4,912.77 5,114.85 87.43 3,740.24 2,000.00 5,000.00 20.00 10.00 1,308,968.56 3,143,818.64 . J-10 4,951.92 5,116.63 71.26 2,870.07 2,000.00 5,000.00 20.00 10.00 1,313,330.79 3,141,896.12 378 4,905.45 5,114.82 90.59 3,552.88 2,000.00 5,000.00 20.00 10.00 1,307,574.78 3,143,248.59 . -199 4,933.78 5,115.05 78.43 4,220.25 2,000.00 5,000.00 20.00 10.00 1,311,218.60 3,143,992.18 . J-11 4,942.19 5,115_67 75.06 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,363.72 3,142,728.81 . Title:Waterfront Project Engineer: r.\...\water cad\stormcad model(may 17).wcd WaterCAD v7.0(07.00.049.00) 0 05/21/07 16:27:42 ®Bentley Systems,Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755-1666 Page 1 of 10 IP Scenario: Base Fire Flow Analysis • Junction Report • Label Elevation Calculated Pressure Available Needed Fire Flow Residua�Ainimum Zone Northing Easting . • (ft) Hydraulic Grade (psi) Fire Fire Flow Upper Limit Pressure Pressure (ft) (ft) (ft) Flow (gpm) (gpm) (Psi) (psi) (9pm) . J-386 4,931.31 5,114.99 79.47 3,884.02 2,000.00 5,000.00 20.00 10.00 1,310,677.93 3,144,192.54 J-85 4,951.78 5,116.63 71.32 2,855.54 2,000.00 5,000.00 20.00 10.00 1,313,370.64 3,141,869.5; . J-122 4,909.00 5,114.84 89.06 3,740.04 2,000.00 5,000.00 20.00 10.00 1,308,613.53 3,143,544.31 . J-6 4,953.66 5,115.57 70.05 3,808.58 2,000.00 5,000.00 20.00 10.00 1,312,388.46 3,143,440.W J-162 4,924.87 5,113.46 81.59 3,412.99 2,000.00 5,000.00 20.00 10.00 1,310,483.17 3,145,419.3E . J-231 4,952.82 5,116.63 70.87 2,813.78 2,000.00 5,000.00 20.00 10.00 1,313,331.62 3,141,283.3E I J-334 4,934.62 5,114.97 78.03 3,722.45 2,000.00 5,000.00 20.00 10.00 1,310,524.53 3,144,755.41 J-68 4,949.86 5,115.35 71.60 5,000.00 2,000.00 5,000.00 20.00 10.00 1,311,615.76 3,144,736.15 5 J-153 4,949.68 5,112.30 70.36 3,800.99 2,000.00 5,000.00 20.00 10.00 1,312,447.56 3,145,128.52 J-69 4,949.92 5,115.35 71.57 5,000.00 2,000.00 5,000.00 20.00 10.00 1,311,589.84 3,144,720.03 ID J-391 4,939.68 5,115.39 76.02 5,000.00 2,000.00 5,000.00 20.00 10.00 1,311,587.72 3,144,169.55 . J-103 4,919.21 5,114.95 84.69 3,908.41 2,000.00 5,000.00 20.00 10.00 1,309,627.80 3,142,979.32 Ill J-42 4,911.15 5,114.78 88.10 3,391.07 2,000.00 5,000.00 20.00 10.00 1,309,014.53 3,144,670.93 J-42 4,946.52 5,115.36 73.05 5,000.00 2,000.00 5,000.00 20.00 10.00 1,311,497.39 3,144,514.51 . J-19 4,934.35 5,112.89 77.24 3,785.13 2,000.00 5,000.00 20.00 10.00 1,310,925.41 3,145,842.96 J-366 4,942.43 5,117.56 75.77 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,693.21 3,141,021.38 ID .1-236 4,950.22 5,116.63 72.00 2,998.10 2,000.00 5,000.00 20.00 10.00 1,313,028.80 3,141,424.55 J-232 4,889.05 5,114.69 97.62 3.593.17 2,000.00 5,000.00 20.00 10.00 1,307,641.32 3,144,445.08 J'eO 4,956.67 5,115.52 68.73 3,888.07 2,000.00 5,000.00 20.00 10.00 1,312,633.31 3,144,488.77 ID J-65 4,952.79 5,111.78 68.79 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,764.34 3,145,670.41 . J-288 4,917.88 5,114.92 85.25 3,857.85 2,000.00 5,000.00 20.00 10.00 1,309,529.23 3,143,749.52 J-205 4,923.31 5,113.40 82.24 3,730.92 2,000.00 5,000.00 20.00 10.00 1,310,360.45 3,145,676.33 5 J-83 4,933.40 5,115.28 78.69 5,000.00 2,000.00 5,000.00 20.00 10.00 1,311,359.36 3,143,619.07 . . J-108 4,949.22 5,115.61 71.99 4,841.70 2,000.00 5,000.00 20.00 10.00 1,312,667.00 3,142,783.36 J-377 4,954.43 5,116.63 70.18 2,539.57 2,000.00 5,000.00 20.00 10.00 1,313,453.13 3,142,060.57 . .1-213 4,945.14 5,116.63 74.20 3,642.52 2,000.00 5,000.00 20.00 10.00 1,312,850.52 3,142,216.61 . J-169 4,935.38 5,114.98 77.70 3,883.60 2,000.00 5,000.00 20.00 10.00 1,310,771.19 3,144,485.51 J-73 4,955.10 5,111.78 67.79 2,241.50 2,000.00 5,000.00 20.00 10.00 1,314,814.81 3,145,082.71 5 J-376 4,954.99 5,116.63 69.94 2,711.17 2,000.00 5,000.00 20.00 10.00 1,313,596.81 3,141,247.57 J-51 4,941.79 5,116.63 75.65 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,340.85 3,142,036.23 ID J-210 4,910.29 5,114.86 88.51 3,764.18 2,000.00 5,000.00 20.00 10.00 1,308,625.57 3,143,264.30 ▪ J-253 4,904.05 5,114.83 91.19 3,730.06 2,000.00 5,000.00 20.00 10.00 1,308,011.61 3,143,575.02 J-84 4,952.74 5,116.63 70.91 2,832.51 2,000.00 5,000.00 20.00 10.00 1,313,399.91 3,141,853.92 . J-392 4,947.18 5,111.78 71.21 5,000.00 2,000.00 5,000.00 20.00 10.00 1,314,036.99 3,145.584.21 J-225 4,908.41 5,114.85 89.32 3,746.70 2,000.00 5,000.00 20.00 10.00 1,308,358-45 3,143,327.72 J-82 4,933.79 5,115.31 78.53 5,000.00 2,000.00 5,000.00 20.00 10.00 1,311,391.66 3,143,624.57 ID J-45 4,915.69 5,114.95 86.21 3,961.48 2.000-00 5,000.00 20.00 10.00 1,309,501.24 3,143,114.63 J-268 4,914.57 5,114.93 86.69 3,924.58 2,000.00 5,000.00 20.00 10.00 1,309,362.07 3.142,985.06 J-98 4,950.91 5,115.60 71.25 4,088.56 2,000.00 5,000.00 20.00 10.00 1,312,925.05 3,142,892.81 ID J-216 4,962.54 5,116.63 66.67 2,616.44 2,000.00 5,000.00 20.00 10.00 1,314,423.11 3,141,876.00 J-124 4,918.05 5,114.97 85.20 4,008.05 2,000.00 5,000.00 20.00 10.00 1,309,723.03 3,143,447.66 J-234 4,957.92 5,115.53 68.19 3,673.58 2,000.00 5,000.00 20.00 10.00 1,312,703-10 3,144,344.57 ID J-362 4,907.64 5,114.84 89.65 3,736.70 2,000.00 5,000.00 20.00 10.00 1,308,363-68 3,143,912.67 J-88 4,957.79 5,11533 68.25 3,772.29 2,000.00 5,000.00 20.00 10.00 1,312,694.02 3,144,442.37 J-354 4,954.55 5,115.56 69.66 3,77a67 2,000.00 5,000.00 20.00 10.00 1,312,358.56 3,143,588.84 ID J-137 4,953.86 5,116.63 70.42 2,792.30 2,000.00 5,000.00 20.00 10.00 1,313,489.84 3,141,820.23 J-76 4,915.49 5,114.95 86.29 3,952.13 2,000.00 5,000.00 20.00 10.00 1,309,463.62 3,143,076.11 J-15 4,951.67 5,111.78 69.27 3,054.29 2,000.00 5,000.00 20.00 10.00 1,314,958.42 3,145,593.22 5 J-104 4,918.39 5,114.95 85.04 3,948.11 2,000.00 5,000.00 20.00 10.00 1,309,594.31 3,142,993.11 • .1-111 4,956.51 5,116.63 69.28 2,618.82 2,000.00 5,000.00 20.00 10.00 1,314,287.04 3,142,068.07 J-395 4,947.02 5,116.63 73.38 2,899.55 2,000.00 5,000.00 20.00 10.00 1,313,236.46 3,141,624.24 ' J-374 4,951.98 5,116.63 71.24 2,658.09 2,000.00 5,000.00 20.00 10.00 1,312,919.46 3,141,260.67 Title:Waterfront Project Engineer r1..\water cad\stormcad model(may 17).wcd WaterCAD v7.0[07.00.049.00 05/21/07 16:27:42 ©Bentley Systems,Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755-1666 Page 2 of 1c Scenario: Base • Fire Flow Analysis • Junction Report • • • Label Elevation Calculated Pressure Available Needed Fire Flow Residua Minimum Zorn Northing Easting • (ft) Hydraulic Grade (psi) Fire Fire Flow Upper Limit Pressure Pressure (ft) (It) (ft) Flow (gpm) (gpm) (psi) (psi) • (gpm) . J-183 4,948.48 5,111.78 70.65 5,000.00 2,000.00 5,000.00 20.00 10.00 1,313,707.13 3,145,584.83 . J-238 4,885.84 5,113.93 98.68 3,904.84 2,000.00 5,000.00 20.00 10.00 1,308,608.93 3,145,484.63 J-25 4,954.40 5,111.78 68.09 4,946.37 2,000.00 5,000.00 20.00 10.00 1,313,254.34 3,145,139.76 . J-168 4,959.36 5,116.63 68.04 2,584.30 2,000.00 5,000.00 20.00 10.00 1,314,628.82 3,142,396.50 J-396 4,958.04 5,116.63 68.62 2,605.83 2,000.00 5000.00 20.00 10.00 1,314,139.55 3,141,527.57 • J-408 4,962.11 5,116.63 66.85 2,547.64 2,000.00 5000.00 20.00 10.00 1,314,139.55 3,141,247.57 . J-33 4,946.71 5,116.63 73.52 3,192.51 2,000.00 5,000.00 20.00 10.00 1,313,127.98 3,142,268.40 J-255 4,931.54 5,113.09 78.55 3,711.57 2,000.00 5,000.00 20.00 10.00 1,310,687.63 3,145,845.84 • J-170 4,934.69 5,114.97 7800 3,852.00 2,000.00 5,000.00 20.00 10.00 1,310,722.18 3,144,472.55 . J-250 4,955.52 5,111.78 67.60 2,177.11 2,000.00 5,000.00 20.00 10.00 1,314,771.24 3,145,027.84 J-13 4,908.52 5,114.85 89.27 3,751.36 2,000.00 5,000.00 20.00 10.00 1,308,357.87 3,143,262.72 . J-207 4,904.22 5,114.82 91.12 3,724.35 2,000.00 5,000.00 20.00 10.00 1,307,689-92 3,143,428.87 . J-292 4,902.31 5,114.66 91.87 3,064.31 2,000.00 5,000.00 20.00 10.00 1,308,527.56 3,144,594.66 J-394 4,943.76 5,116.63 74.79 3,071.45 2,000.00 5,000.00 20.00 10.00 1,313,046.36 3,141,783.46 J-93 4,959.45 5,116.63 68.01 2,700.13 2,000.00 5,000.00 20.00 10.00 1,314,798.82 3,142,212.98 . J-365 4,951.45 5,115.48 70.97 3,941.50 2,000.00 5,000.00 20.00 10.00 1,311,894.59 3,144,094.42 J-2 4,906.20 5,114.83 90.26 3,731.31 2,000.00 5,000.00 20.00 10.00 1,308,203.25 3,143,914.11 . J-193 4,911.55 5,114.89 87.97 3,809.46 2,000.00 5,000.00 20.00 10.00 1,309,014.66 3,143,092.92 J-30 4.951.65 5,111.78 69.28 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,968.68 3,145,667.29 . J-393 4,943.02 5,115.36 74.56 5,000.00 2,000.00 5,000.00 20.00 10.00 1,311,725.92 3,144,374.19 . J-370 4,879.54 5,114.31 101.57 3.581.64 2,000.00 5,000.00 20.00 10.00 7,308,363.37 3,145,101.14 J-318 4,952.26 5,111.78 69.02 4,749.17 2,000.00 5,000.00 20.00 10.00 1,313,641.83 3,145,283.20 5 J-36 4,953.75 5,115.51 69.99 4,389.56 2,000.00 5,000.00 20.00 10.00 1,312,401.69 3,144,488.25 ▪ •J-368 4,915.58 5.114.91 86.24 3,846.84 2,000.00 5,000.00 20.00 10.00 7,309,414.36 3,143,462.90 J-358 4,924.19 5,114.95 82.53 3,924.76 2,000.00 5,000.00 20.00 10.00 1,309,846.97 3,144,760.50 . J-367 4,944.32 5,117.42 74.89 5,000.00 2,000.00 5000.00 20.00 10.00 1,312,695.74 3,141,187.34 J-116 4,919.33 5,114.91 84.62 3,778.01 2,000.00 5,000.00 20.00 10.00 1,309,529.27 3,144,762.88 II J-48 4,887.69 5,114.67 98.20 3,571.39 2,000.00 5,000.00 20.00 10.00 1,307,686.04 3,144,522.75 5 J-28 4,922.72 5,114.99 83.19 4,039.21 2000.00 5,000.00 20.00 10.00 1,309,839.04 3,143,902.64 J-96 4,920.94 5,114.93 83.93 3,897.46 2,000.00 5,000.00 20.00 10.00 1,309,563.15 3,144,237.84 I J-226 4,952.34 5,111.78 68.98 5,000.00 2,000.00 5,000.00 20.00 10.00 1,313,146.66 3,145,398.47 5 J-258 4,904.77 5,114.83 90.88 3,727.76 2,000.00 5,000.00 20.00 10.00 1,307,765.70 3,143,378.14 J-38 4,950.57 5,111.78 69.75 4,933.78 2,000.00 5,000.00 20.00 10.00 1,313,770.96 3,145,341.66 5 J-191 4,912.71 5,114.85 87.45 3,739.88 2,000.00 5,000.00 20.00 10.00 1,308,928.89 3,143,891.69 III J-230 4,953.34 5,116.63 70.65 2,785.72 2,000.00 5,000.00 20.00 10.00 1,313,394.99 3,141,268.15 J-407 4,965.15 5,116.63 65.54 2,601.21 2,000.00 5,000.00 20.00 10.00 1,314,756.38 3,141,774.07 II J-337 4,907.05 5.114.84 89.90 3,739.11 2,000.00 5,000.00 20.00 10.00 1,308,111.82 3,143,269.03 II J-110 4,951.11 5,111.78 69.51 5,000.00 2,000.00 5,000.00 20.00 10.00 1,313,074.99 3,145,592.07 J-155 4,905.58 5,114.83 90.53 3,731.38 2,000.00 5,000.00 20.00 10.00 1,307,875.52 3,143,330.01 .1-120 4,914.97 5,114.84 86.48 3,578.88 2,000.00 5,000.00 20.00 10.00 1,309,247.39 3,144,765.00 II J-260 4,913.90 5,114.83 86.93 3,520.59 2,000.00 5,000.00 20.00 10.00 1,309,175.58 3,144,755.72 J-251 4,913.90 5,114.90 86.96 3,836.60 2,000.00 5,000.00 20.00 10.00 1,309,260.84 3,143,276.88 II J-145 4,933.60 5,114.99 78.48 4,003.52 2,000.00 5,000.00 20.00 10.00 1,310,897.24 3,144,190.78 J-311 4,945.54 5,112.40 72.19 3,489.85 2,000.00 5,000.00 20.00 10.00 1,311,956.16 3,145,170.65 Ill J-195 4,952.02 5,111.78 69.12 2,915.29 2,000.00 5,000.00 20.00 10.00 1,314,977.44 3,145,530.02 Ill J-351 4,916.57 5,114.96 85.83 3,976.32 2,000.00 5,000.00 20.00 10.00 1,309,595.81 3,143,230.67 J-136 4,902.53 5,114.82 91.85 3,723.06 2,000.00 5,000.00 20.00 10.00 1,307,841.92 3,143,666.88 II J-332 4,970.70 5,116.63 63.14 2,496.54 2,000.00 5,000.00 20.00 10.00 1,314,971.96 3,141,593.28 I J-212 4,944.77 5,116.63 74.36 3,760.60 2,000.00 5,000.00 20.00 10.00 1,312,793.40 3,142,198.26 oh •J-150 4,919.89 5,114.99 84.41 4,107.82 2,000.00 5,000.00 20.00 10.00 1,309,839.48 3,143,634.37 J-173 4,940.32 5,112.50 74.49 3,686.04 2,000.00 5,000.00 20.00 10.00 1,311,507.64 3,145,548.03 II .1-275 4,915.82 5,113.48 85.52 3,533.96 2,000-00 5,000.00 20.00 10.00 1,310,069.83 3,145,534.04 ' Title:Waterfront Project Engineer ' rt..\water cadlstormcad model(may 17).wcd WaterCAD v7.0[07.00.049.00) 05/21/07 16:27:42 0 Bentley Systems,Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755-1666 Page 3 of 10 II Scenario: Base . Fire Flow Analysis . Junction Report 0 • Label Elevation Calculated Pressure Available Needed Fire Flow Residua'Minimum Zone Northing Easting OF (ft) Hydraulic Grade (psi) Fire Fire Flow Upper Limit Pressure Pressure (ft) (ft) (ft) Flow (gprn) (9Pm) (psi) (Psi) Ill (F . J-265 4,914.13 5,114.93 86.87 3,909.62 2,000.00 5,000.00 20.00 10.00 1,309,302.19 3,142,939.67 . J-58 4,933.37 5,11506 78.61 4,284.66 2,000.00 5,000.00 20.00 10.00 1,311,225.85 3,143,907.47 J-404 4,954.29 5,111.78 68.14 4,693.24 2,000.00 5,000.00 20.00 10.00 1,314,515.53 3,145,583.32 . J-290 4,911.23 5,114.86 88.10 3,770.64 2,000.00 5,000.00 20.00 10.00 1,308,766.36 3,143,294.30 J-277 4,901.86 5,113.62 91.62 3,511.68 2,000.00 5,000.00 20.00 10.00 1,309,475.00 3,145,511.73 5 J-317 4,901.11 5,114.80 92.46 3,713.25 2,000.00 5,000.00 20.00 10.00 1,307,380.58 3,143,794.69 J-12 4,942.36 5,115.67 74.98 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,358.88 3,142,719.45 J-77 4,910.46 5,114.84 88.43 3,740.19 2,000.00 5,000.00 20.00 10.00 1,308,778.43 3,143,602.75 5 J-287 4,942.09 5,116.63 75.52 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,268.52 3,141,995.78 . J-175 4,942.14 5,112.49 73.70 3,497.46 2,000.00 5,000.00 20.00 10.00 1,311,519.70 3,145,262.18 J-7 4,950.07 5,112.29 70.18 3,868.17 2,000.00 5,000.00 20.00 10.00 1,312,467.08 3,145,171.90 . J-121 4,908.68 5,114.84 89.20 3,740.06 2,000.00 5,000.00 20.00 10.00 1,308,573.94 3,143,540.80 . J-91 4,963.18 5,116.63 66.39 2,746.55 2,000.00 5,000.00 20.00 10.00 1,314,987.67 3,142,005.81 J-302 4,892.80 5,114.75 96.03 3,650.07 2,000.00 5,000.00 20.00 10.00 1,307,579.66 3,144,208.14 . J-217 4,909.99 5,114.88 88.65 3,794.50 2,000.00 5,000.00 20.00 10.00 1,308,807.36 3,143,017.80 J-197 4,903.46 5,114.83 91.45 3,727.78 2,000.00 5,000.00 20.00 10.00 1,307,945.16 3,143,600.95 5 J-303 4,936.45 5,114.97 77.24 3,729.12 2,000.00 5,000.00 20.00 10.00 1,310,643.04 3,144,754.52 . J-89 4,958.14 5,115.53 68.09 3,730.72 2,000.00 5,000.00 20.00 10.00 1,312,704.11 3,144,410.44 J-223 4,901.38 5,113.75 91.88 3,612.10 2,000.00 5,000.00 20.00 10.00 1,308,992.78 3,145,650.33 5 J-343 4,953.23 5,111.78 68.60 3,353.98 2,000.00 5,000.00 20.00 10.00 1,314,823.59 3,145,582.74 . J-289 4,918.34 5,114.92 85.05 3,862.40 2,000.00 5,000.00 20.00 10.00 1,309,549.21 3,143,831.11 J-94 4,961.72 5,116.63 67.28 2,700.65 2,000.00 5,000.00 20.00 10.00 1,314,823.05 3,142,237.26 5 .3-405 4,919.47 5,114.85 84.53 3,671.39 2,000.00 5,000.00 20.00 10.00 1,309,284.13 3,144,369.71 ▪ •J-381 4,956.70 5,116.63 69.20 2,649.64 2,000.00 5,000.00 20.00 10.00 1,313,810.76 3,141,247.57 J-324 4,900.30 5,114.80 92.80 3,707.30 2,000.00 5,000.00 20.00 10.00 1,307,328.46 3,143,951.03 . J-300 4,954.12 5,115.57 69.85 3,524.66 2,000.00 5,000.00 20.00 10.00 1,312,690.38 3,143,516.29 III J-297 4,912.68 5,114.89 87.49 3,826.95 2,000.00 5,000.00 20.00 10.00 1,309,148.86 3,143,174.32 J-297 4,898.93 5,114.80 93.40 3,710.64 2,000.00 5,000.00 20.00 10.00 1,307,682.67 3,143,825.53 . J-249 4,964.72 5,116.63 65.73 2,663.33 2,000.00 5,000.00 20.00 10.00 1,315,116.07 3,141,863.80 J-341 4,946.25 5,115.64 73.29 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,499.79 3,142,712.44 ID J-418 4,925.71 5,115.01 81.90 4,021.40 2,000.00 5,000.00 20.00 10.00 1,310,305.58 3,143,916.15 5 J-331 4,939.87 5,112.54 74.71 3,611.71 2,000.00 5,000.00 20.00 10.00 1,311,229.97 3,145,286.02 J-322 4,949.15 5,115.48 71.96 4,931.56 2,000.00 5,000.00 20.00 10.00 1,312,059.48 3,144,100.51 5 J-107 4,949.00 5,115.62 72.09 4,893.22 2,000.00 5,000.00 20.00 10.00 1,312,632.93 3,142,768.92 5 J-24 4,954.30 5,111.78 68.13 4,982.54 2,000.00 5,000.00 20.00 10.00 1,313,239.98 3,145,146.36 J-270 4,928.33 5,113.21 79.99 3,709.32 2,000.00 5,000.00 20.00 10.00 1,310,548.30 3,145,801.02 . J-211 4,896.54 5,114.79 94.43 3,697.15 2,000.00 5,000.00 20.00 10.00 1,307,613.37 3,143,965.63 III J-219 4,946.89 5,112.34 71.58 3,794.26 2,000.00 5,000.00 20.00 10.00 1,312,112.85 3,145,423.41 J-71 4,878.17 5,114.54 102.26 3,391.68 2,000.00 5,000.00 20.00 10.00 1,308,159.95 3,144,912.26 II J-140 4,954.86 5,116.63 69.99 2,759.62 2,000.00 5,000.00 20.00 10.00 1,313,575.20 3,141,807.57 , J-319 4,943.40 5,116.63 74.95 4,283.50 2,000.00 5,000.00 20.00 10.00 1,312,583.94 3,142,130.98 J-187 4,912.35 5,114.87 87.62 3,779.14 2,000.00 5,000.00 20.00 10.00 1,308,915.90 3,143,360.50 ' J-208 4,903.82 5,114.82 91.29 3,722.80 2,000.00 5,000.00 20.00 10.00 1,307,640.32 3,143,462.07 III J-355 4,885.31 5,114.64 99.22 3,531.65 2,000.00 5,000.00 20.00 10.00 1,307,788.95 3,144,640.37 J-67 4,895.84 5,114.79 94.73 3,690.35 2,000.00 5,000.00 20.00 10.00 1,307,597.78 3,144,023.54 lb J-141 4,913.66 5,114.91 87.07 3,885.88 2,000.00 5,000.00 20.00 10.00 1,309,197.98 3,142,908.13 J-241 4,952.85 5,111.78 68.76 2,665.34 2,000.00 5,000.00 20.00 10.00 1,314,989.92 3,145,383.18 II J-356 4,907.48 5,114.73 89.67 3,232.86 2,000.00 5,000.00 20.00 10.00 1,308,794.36 3,144,589.67 Ill J-209 4,910.66 5,114.86 88.35 3,766.85 2,000.00 5,000.00 20.00 10.00 1,308,684.84 3,143,272.48 •J-383 4,888.48 5,113.81 97.49 3,900.31 2,000.00 5,000.00 20.00 10.00 1,308,795.84 3,145,776.47 J-31 4,951.51 5,111.78 69.34 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,987.08 3,145,665.55 ID J-313 4,940,98 5,112.47 74.20 3,672.47 2,000.00 5,000.00 20.00 10.00 1,311,605.32 3,145,532.51 IITitle.Waterfront Project Engineer: r:\...\water cad'stormcad model(may 17).wcd WaterCAD v7.0[07.00.049.00] II 05/21/07 16:27:42 ®Bentley Systems,Inc. Haestad Methods Solution Center Watertown,CT 06795 USA .1-203-755-1666 Page 4 of 1c r Scenario: Base Fire Flow Analysis . Junction Report IIII ▪ . Label Elevation Calculated Pressure Available Needed Fire Flow Residua Ainimum Zorn Northing Easting . (ft) Hydraulic Grade (psi) Fire Fire Flow Upper Limit Pressure Pressure (ft) (ft) II (ft) Flow (gpm) (gpm) (psi) (psi) (Flow J-132 4,972.82 5,116.63 62.22 2,446.55 2,000.00 5,000.00 20.00 10.00 1,314,885.05 3,141,514.35 J-41 4,934.74 5,112.82 77.04 3,833.89 2,000.00 5,000.00 20.00 10.00 1,310,928.56 3,145,755.55 I J-399 4,958.59 5,116.63 68.38 2,672.23 2,000.00 5,000.00 2000 10.00 1,313,907.76 3,141,807.57 5 J-5 4,953.62 5,115.57 70.07 3,811.45 2,000.00 5,000.00 20.00 10.00 1,312,391.62 3,143,432.62 J-279 4,948.59 5,116.63 72.70 3,144.88 2,000.00 5,000.00 20.00 10.00 1,312,886.51 3,141,543.67 . J-247 4,935.98 5,115.81 77.80 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,138.42 3,142,820.97 5 J-305 4,904.03 5,114.83 91.20 3,727.86 2,000.00 5,000.00 20.00 10.00 1,307,970.85 3,143,833.36 J-200 4,934.05 5,115.04 78.31 4,186.21 2,000.00 5,000.00 20.00 10.00 1,311,195.94 3,144,045.80 . J-269 4,943.91 5,115.57 74.27 4,398.56 2,000.00 5,000.00 20.00 10.00 1,312,092.38 3,143,461.45 . J-134 4,944.86 5,115.55 73.85 4,390.14 2,000.00 5,000.00 20.00 10.00 1,312,078.75 3,143,578.43 J-202 4,913.23 5,114.85 87.23 3,740.06 2,000.00 5,000.00 20.00 10.00 1,308,985.20 3,143,875.09 . J-371 4,909.31 5,114.84 88.92 3,737.90 2,000.00 5,000.00 20.00 10.00 1,308,548.68 3,143,911.02 I J-75 4,953.33 5,115.58 70.20 3,595.63 2,000.00 5,000.00 20.00 10.00 1,312,732.04 3,143,347.86 J-148 4,919.22 5,114.99 84.70 4,079.75 2,000.00 5,000.00 20.00 10.00 1,309,794.44 3,143,647.11 J-49 4,888.08 5,114.68 98.04 3,577.32 2,000.00 5,000.00 20.00 10.00 1,307,673.98 3,144,501.80 . J-276 4,917.62 5,113.46 84.73 3,563.00 2,000.00 5,000.00 20.00 10.00 1,310,142.69 3,145,556.15 J-47 4,938.45 5,112.57 75.34 3,713.16 2,000.00 5,000.00 20.00 10.00 1,311,087.76 3,145,290.62 J-327 4,915.61 5,113.58 85.65 3,293.12 2,000.00 5,000.00 20.00 10.00 1,309,970.76 3,145,230.31 J-131 4,973.58 5,116.63 61.89 2,429.66 2,000.00 5,000.00 20.00 10.00 1,314,851.83 3,141,488.06 II J-74 4,953.47 5,115.57 70.13 3,579.88 2,000.00 5,000.00 20.00 10.00 1,312,719.61 3,143,377.17 5 J-364 4,947.82 5,112.34 71.18 3,607.47 2,000.00 5,000.00 20.00 10.00 1,312,239.44 3,145,123.00 J-286 4,921.46 5,113.42 83.05 3,660.62 2,000.00 5,000.00 20.00 10.00 1,310,293.09 3,145,628.77 5 ▪ •J-50 4,941.99 5,116.63 75.56 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,363.29 3,142,046.00 J-147 4,948.75 5,115.34 72.08 5,000.00 2,000.00 5,000.00 20.00 10.00 1,311,808.70 3,144,729.78 J-167 4,959.84 5,116.63 67.84 2,594.22 2,000.00 5,000.00 2000 10.00 1,314,679.42 3,142,394.82 . J-309 4,937.80 5,112.59 75.62 3,842.62 2,000.00 5,000.00 20.00 10.00 1,311,159.28 3,145,562.26 . J-267 4,947.64 5,115.54 72.64 4,012.88 2,000.00 5,000.00 20.00 10.00 1,311,999.84 3,143,683.03 J-402 4,969.60 5,116.63 63.61 2,446.75 2,000.00 5,000.00 20.00 10.00 1,314,484.35 3,141,299.30 5 J-350 4,949.15 5,112.29 70.58 3,982.78 2,000.00 5,000.00 20.00 10.00 1,312,288.84 3,145,400.38 J-360 4,905.33 5,114.84 90.64 3,734.35 2,000.00 5,000.00 20.00 10.00 1,308,168.05 3,143,544.43 J-361 4,951.59 5,115.60 70.96 3,485.80 2,000.00 5,000.00 20.00 10.00 1,312,987.32 3,142,745.98 J-46 4,938.37 5,112.58 75.37 3,729.97 2,000.00 5,000.00 20.00 10.00 1,311,072.78 3,145,308.25 J-86 4,916.05 5,114.85 86.01 3,730.29 2,000.00 5,000.00 20.00 10.00 1,309,260.32 3,143,828.59 le J-321 4,948.32 5,115.50 72.33 4,717.26 2,000.00 5,000.00 20.00 10.00 1,312,063.24 3,143,998.58 . J-398 4,939.79 5,116.41 76.42 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,175.81 3,142,239.91 J-185 4,937.71 5,114.97 76.69 3,757.84 2,000.00 5,000.00 20.00 10.00 1,310,733.10 3,144,735.90 . J-228 4,924.85 5,114.96 82.25 3,961.38 2,000.00 5,000.00 20.00 10.00 1,309,843.78 3,144,415.51 . J-307 4,947.78 5,115.34 72.49 5,000.00 2,000.00 5,000.00 20.00 10.00 1,311,883.81 3,144,616.49 J-401 4,957.44 5,112.53 67.10 5,000.00 2,000.10 5,000.00 20.00 10.00 1,312,760.28 3,145,403.98 . J-157 4,936.24 5,115.88 77.72 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,010.27 3,142,798.69 . J-130 4,932.15 5,115.15 79.18 4,567.93 2,000.00 5,000.00 20.00 10.00 1,311,224.01 3,143,662.36 J-119 4,915.57 5,114.85 86.22 3,615.91 2,000.00 5,000.00 20.00 10.00 1,309,287.09 3,144,764.70 . J-123 4,918.32 5,114.97 85.08 4,019.51 2,000.00 5,000.00 20.00 10.00 1,309,737.99 3,143,485.49 . J-301 4,891.44 5,114.73 96.61 3,629.77 2,000.00 5,000.00 20.00 10.00 1,307,591.26 3,144,297.01 J-403 4,940.32 5,115.62 75.85 4,787.44 2,000.00 5,000.00 20.00 10.00 1,312,252.88 3,143,046.77 . J-109 4,951.02 5,111.78 69.55 5,000.00 2,000.00 5,000.00 20.00 10.00 1,313,056.61 3,145,624.48 . J-387 4,944.98 5,116.63 74.27 3,279.14 2,000.00 5,00000 20.00 10.00 1,312,917.91 3,142,007.81 J-172 4,921.89 5,114.95 83.53 3,802.58 2,000.00 5,000.00 20.00 10.00 1,309,784.52 3,142,978.14 . J-220 4,946.08 5,112.35 71.94 3,756.03 2,000.00 5,000.00 20.00 10.00 1,312,053.39 3,145,436.19 . • J-382 4,876.49 5,113.81 102.68 3,547.08 2,000.00 5,000.00 20.00 10.00 1,308,911.40 3,145,956.90 J-161 4,925.03 5,113.45 81.52 3,448.05 2,000.00 5,000.00 20.00 70.00 1,310,493.48 3,145,467.71 . J-72 4,954.85 5,111.78 67.89 2,272.56 2,000.00 5,000.00 20.00 10.00 1,314,834.26 3,145,107.19 . Title:Waterfront Project Engineer . r:\...\water cactstormcad model(may 17).wcd WaterCAD16 v7.0107.00.049.0< 05/21/07 16:27:42 0 Bentley Systems,Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755- 66 Page 5 of 1 Il Scenario: Base III Fire Flow Analysis II Junction Report II • • Label Elevation Calculated Pressure Available Needed Fire Flow Residua rAinimum Zone Northing Fasting . (ft) Hydraulic Grade (psi) Fire Fire Flow Upper Limit Pressure Pressure (ft) (ft) (ft) Flow (gpm) (gpm) (psi) (psi) . (gpm) . J-171 4,921.75 5,114.95 83.59 3,798.27 2,000.00 5,000.00 20.00 10.00 1,309,821.24 3,143,014.06 J-55 4,904.90 5,114.83 9083 3,728.85 2,000.00 5,000.00 20.00 10.00 1,308,051.19 3,143,878.92 . J-347 4,935.38 5,115.00 77.71 4,092.07 2,000.00 5,000.00 20.00 10.00 1,311,060.52 3,144,273.96 J-152 4,950.08 5,116.63 72.06 2,957.21 2,000.00 5,000.00 20.00 10.00 1,313,229.14 3,142,004.72 II J-133 4,944.56 5,115.56 73.98 4,388.25 2,000.00 5,000.00 20.00 10.00 1,312,083.68 3,143,536.12 5 J-257 4,902.61 5,114.81 91.81 3,719.17 2,000.00 5,000.00 20.00 10.00 1,307,499.72 3,143,609.58 J-406 4,956.40 5,115.54 68.85 3,837.42 2,000.00 5,000.00 20.00 10.00 1,312,346.84 3,143,906.20 5 J-201 4,916.39 5,114.85 85.87 3,723.58 2,000.00 5,000.00 20.00 10.00 1,309,274.17 3,143,885.14 J-184 4,937.92 5,114.97 76.60 3,795.24 2,000.00 5,000.00 20.00 10.00 1,310,782.20 3,144,707.70 J-105 4,896.63 5,114.79 94.39 3,693-60 2,000.00 5,000.00 20.00 10.00 1,307,562.13 3,144,013.94 5 J-227 4,952.73 5,111.78 68.81 5,000.00 2,000.00 5,000.00 20.00 10.00 1,313,169.22 3,145,337.52 . J-369 4,917.62 5,114.85 85.33 3,704.69 2,000.00 5,000.00 20.00 10.00 1,309,281.79 3,144,058.90 J-325 4,901.93 5,114.80 92.10 3,678.45 2,000.00 5,000.00 20.00 10.00 1,307,229.06 3,143,924.27 . J-146 4,948.46 5,115.34 72.20 5,000.00 2,000.00 5,000.00 20.00 10.00 1,311,846.71 3,144,703.95 . J-87 4,915.69 5,114.85 86.17 3,734.32 2,000.00 5,000.00 20.00 10.00 1,309,252.40 3.743,796.27 J-27 4,907.19 5,114.86 89.85 3,776.85 2,000.00 5,000.00 20.00 10.00 1,308,402.90 3,142,982.67 • J-244 4,919.15 5,113.53 84.10 3,307.01 2,000.00 5,000.00 20.00 10.00 1,310,175.61 3,145,268.16 . J-64 4,953.85 5,111.80 68.34 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,736.42 3,145,670.83 J-190 4,909.51 5,114.84 88.84 3,740.05 2,000.00 5,000.00 20.00 10.00 1,308,675.06 3.143,557.14 • J-142 4,913.85 5,114.92 86.99 3,894.89 2,000.00 5,000.00 20.00 10.00 1,309,240.41 3,142,898.29 J-16 4,951.73 5,111.78 69.24 3,030.93 2,000.00 5,000.00 20.00 10.00 1,314,967.38 3,145,586.96 • J-189 4,908.80 5,113.51 88.57 3,538.49 2,000.00 5,000.00 20.00 10.00 1,309,919.36 3,145,511.72 • J-273 4,902.57 5,113.64 91.32 3,502.65 2,000.00 5,000.00 20.00 10.00 1,309,398.02 3,145,511.73 . •J-92 4,962.80 5,116.63 66.56 2,768.70 2,000.00 5,000.00 20.00 10.00 1,315,011.90 3,142,030.10 J-106 4,963.01 5,116.63 66.47 2,626.23 2,000.00 5,000.00 20.00 10.00 1,314,295.69 3,141,826.80 • J-215 4,962.17 5,116.63 66.83 2,604.51 2,000.00 5,000.00 20.00 10.00 1,314,475.32 3,141,906.43 J-18 4,941.59 5,112.50 73.94 3,516.02 2,000.00 5,000.00 20.00 10.00 1,311,454.42 3,145,275.02 • J-125 4,919.07 5,114.96 84.75 3,982.12 2,000.00 5,000.00 20.00 10.00 1,309,804.26 3,143,332.03 • J-198 4,911.70 5,114.85 87.89 3,739.37 2,000.00 5,000.00 20.00 10.00 1,308,814.60 3,143,908.64 J-328 4,913.75 5,113.60 86.47 3,298.68 2,000.00 5,000.00 20.00 10.00 1,309,867.37 3,145,231.72 • J-329 4,946.35 5,115.33 73.11 5,000.00 2,000.00 5,000.00 20.00 10.00 1,311,926.96 3,144,514.75 • J-306 4,903.01 5,114.83 91.64 3,725.53 2,000.00 5,000.00 20.00 10.00 1,307,892.10 3,143,745.45 J-78 4,910.68 5.114.84 88.33 3,740.23 2,000.00 5,000.00 20.00 10.00 1,308,806.48 3,143,618.03 • J-163 4,951.21 5,116.63 71.57 2,899.27 2,000.00 5,000.00 20.00 10.00 1,313,291.01 3,141,930.13 • J-29 4,922.58 5,114.99 83.25 4,037.98 2,000.00 5,000.00 20.00 10.00 1,309,839.20 3,143,920.55 J-158 4,935.91 5,115.86 77.85 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,054.55 3,142,817.47 • J-66 4,895.18 5,114.78 95.01 3,684.13 2,000.00 5,000.00 20.00 10.00 1,307,590.07 3,144,052.18 • J-338 4,906.30 5,114.84 90.22 3,735.15 2,000.00 5,000.00 20.00 10.00 1,307,993.30 3,143,289.42 J-281 4,909.97 5,114.76 88.60 3,336.44 2,000.00 5,000.00 20.00 10.00 1,308,946.08 3,144,630.03 • J-63 4,936.52 5,112.63 76.19 3,989.26 2,000.00 5,000.00 20.00 10.00 1,310,998.22 3,145,539.50 J-240 4,952.46 5,111.78 68.93 2,772.76 2,000.00 5,000.00 20.00 10.00 1,314,991.38 3,145,451.13 • J-342 4,975.30 5,116.63 61.15 2,389.49 2,000.00 5,000.00 20.00 10.00 1,314,744.03 3,141,413.33 • J-37 4,954.01 5,115.51 69.88 4,332.64 2,000.00 5,000.00 20.00 10.00 1,312,421.06 3,144,492.03 J-115 4,919.88 5,114.92 84.38 3,808.11 2,000.00 5,000.00 20.00 10.00 1,309,567.09 3,144,762.60 • J-233 4,936.63 5,115.92 77.57 5,000.00 2,000.00 5,000.00 20.00 10.00 1,311,949.70 3,142,773.00 • J-410 4,955.70 5,115.55 69.16 3,485.58 2,000.00 5,000.00 20.00 10.00 1,312,695.64 3,143,859.19 J-176 4,953.71 5,115.57 70.03 3,556.20 2,000.00 5,000.00 20.00 10.00 1,312,703.30 3,143,428.47 • J-242 4,953.23 5,111.78 68.60 2,568.46 2,000.00 5,000.00 20.00 10.00 1,314,975.24 3,145,316.83 I J-21 4,953.94 5,112.02 68.39 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,474.52 3,145,660.14 • J-224 4,903.89 5,113.73 90.79 3,557.15 2.000.00 5,000.00 20.00 10.00 1,309,047.00 3,145,615.60 • J-222 4,961.56 5,116.63 67.09 2,634.91 2,000.00 5,000.00 20.00 10.00 1,314,170.73 3,141,807.57 • J-57 4,906.56 5,113.74 89.64 3,467.18 2,000.00 5,000.00 20.00 10.00 1,309,186.43 3,145,260.54 • Title:Waterfront Project Engineer c\...\water cad\stomrcad model(may 17).wcd WaterCAD v7.0[07.00.049.01 • 05/21/07 16:27:42 e Bentley Systems,Inc. Haeslad Methods Solution Center Watertown,CT 06795 USA H-203-755-1666 Page 6 of 1 II Scenario: Base Fire Flow Analysis Junction Report Ill • • Label Elevation Calculated Pressure Available Needed Fire Flow ResiduaMinimum Zone Northing Easting (ft) Hydraulic Grade (psi) Fire Fire Flow Upper Limit Pressure Pressure (fl) (ft) (ft) Flow (gpm) (Wm) (psi) (psi) 5 (gpm) . J-52 4,91237 5,114.86 87.44 3771.31 2,000.00 5,000.00 20.00 10.00 1,308,992.58 3,143,407.01 J-272 4,903.27 5,113.66 91.03 3499.03 2,000.00 5,000.00 20.00 10.00 1,309,322.24 3,145,519.14 . .1-100 4,958.43 5,116.63 68.45 2,691.49 2,000.00 5,000.00 20.00 10.00 1,314,331.93 3,141,834.25 .1-237 4,886.76 5,113.88 98.26 3,954.38 2,000.00 5,000.00 20.00 10.00 1,308,644.82 3,145,540.6E . J-379 4,954.75 5,116.63 70.04 2,662.37 2,000.00 5,000.00 20.00 10.00 1,313,810.76 3,141,527.57 . J-118 4,943.71 5,115.36 74.27 5,000.00 2,000.00 5,000.00 20.00 10.00 1,311,582.52 3,144,378.57 .1-259 4,904.67 5,113.70 90.44 3,506.95 2,000.00 5,000.00 20.00 10.00 1,309,174.69 3,145,556.15 • J-256 4,902.96 5,114.82 91.66 3,720.67 2,000.00 5,000.00 20.00 10.00 1,307,542.82 3,143,552.25 • J-296 4,912.07 5,114.85 87.73 3,740.33 2,000.00 5,000.00 20.00 10.00 1,308,928.24 3,143,741.80 J-345 4,913.63 5,114.86 87.06 3,761.53 2,000.00 5,000.00 20.00 10.00 1,309,094.75 3,143,500.58 • .1-164 4,936.78 5,114.98 77.10 4,020.38 2,000.00 5,000.00 20.00 10O0 1,310,917.81 3,144,514.37 • .1-26 4,907.37 5,114.86 89.77 3,775.90 2,000.00 5,000.00 20.00 10.00 1,308,386.77 3,142,982.48 J-254 4,929.98 5,113.15 79.25 3,708.79 2,000.00 5,000.00 20.00 10.00 1,310,618.22 3,145,829.05 • J-412 4,927.45 5,114.98 81.13 3,935.00 2,000.00 5,000.00 20-00 10.00 1,310,307.58 3,144,196.15 • J-413 4,930.25 5,115.04 79.95 4,051.74 2,000.00 5,000.00 20.00 10.00 1,310,852.64 3,143,910.99 J-135 4,901.75 5,114.82 92.19 3,720.55 2,000.00 5,000.00 20.00 10.00 1,307,805.76 3,143,689.97 • J-35 4,912.68 5,113.50 86.88 3,528.81 2,000.00 5,000.00 20.00 10.00 1,309,995.14 3,145,519.19 J-180 4,909.97 5,114.84 88.64 3,740.11 2,000.00 5,000.00 20.00 10.00 1,308,729.43 3,143,576.08 • J-323 4,934.57 5,115.02 78.07 4,141.16 2,000.00 5,000.00 20.00 10.00 1,311,143.48 3,144,134.19 • J-417 4,959.84 5,113.88 66.64 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,616.18 3,144,949.80 .1-59 4,933.50 5,115.06 78.55 4,262.21 2,000.00 5,000.00 20.00 10.00 1,311,226.05 3,143,934.17 • J-274 4,903.97 5,113.68 90.73 3,500.47 2,000.00 5,000.00 20.00 10.00 1,309,247.56 3,145,534.05 J-397 4,960.56 5,116.63 67.53 2,587.93 2,000.00 5,000.00 20.00 10.00 1,314,397.86 3,141,565.66 • •J-54 4,905.05 5,114.83 90.76 3,729.66 2,000.00 5,000.00 20.00 10.00 1,308,073.36 3,143,891.49 • J-335 4,948.69 5,115.45 72.15 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,008.87 3,144,321.64 • J-409 4,976.15 5,116.63 60.78 2,046.31 2,000.00 5,000.00 20.00 10.00 7,375,102.35 3,141,249.41 J-34 4,911.69 5,113.50 87.31 3,530.90 2,000.00 5,000.00 20.00 10.00 1,309,976.02 3,145,517.30 5 J-97 4,951.23 5,115.60 71.11 4,028.81 2,000.00 5,000.00 20.00 10.00 1,312,911.38 3,142,925.04 • J-192 4,912.27 5,114.85 87.67 3,739.65 2,000.00 5,000.00 20.00 10.00 1,308,872.63 3,143,904.12 J-43 4,946.04 5,115.36 73.26 5,000.00 2,000.00 5,000.00 20.00 10.00 1,311,498.61 3,144,492.93 • J-186 4,941.76 5,115.66 75.24 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,363.72 3,142,785.45 • J416 4,926.84 5,115.11 81.45 4,250.15 2,000.00 5,000.00 20.00 10.00 1,310,733.38 3,143,625.37 J-411 4,951.01 5,115.19 71.03 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,255.69 3,144,654.43 • J-285 4,926.55 5,113.28 80.79 3,713.48 2,000.00 5,000.00 20.00 10.00 1,310,478.38 3,145,759.59 • J-261 4,912.85 5,114.81 87.38 3,468.75 2,000.00 5,000.00 20.00 10.00 1,309,108.96 3,144,727.35 J-352 4,902.65 5,113.80 91.36 3,661.32 2,000.00 5,000.00 20.00 10.00 1,308,930.46 3,145,357.74 • .1-177 4,915.40 5,114.85 86.29 3,739.23 2,000.00 5,000.00 20.00 10.00 1,309,239.51 3,143,743.61 J-400 4,957.35 5,111.78 66.81 2,034.51 2,000.00 5,000.00 20.00 10.00 1,314,626.64 3,145,271.93 • J-203 4,921.84 5,114.99 83.57 4,045.27 2,000.00 5,000.00 20.00 10.00 1,309,833.38 3,143,844.20 • J-8 4,950.15 5,112.28 70.15 3,883.81 2,000.00 5,000.00 20.00 10.00 1,312,467.23 3,145,181.90 J-293 4,933.26 5,113.02 77.77 3,721.32 2,000.00 5,000.00 20.00 10.00 1,310,772.52 3,145,852.96 • J-373 4,907.00 5,114.84 89.92 3,739.78 2,000.00 5,000.00 20.00 10.00 1,308,360.37 3,143,542.71 • J-127 4,949.75 5,111.78 70.10 5,000.00 2,000.00 5,000.00 20.00 10.00 1,313,792.42 3,145,397.96 .1-330 4,949.50 5,115.47 71.81 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,055.36 3,144,212.02 • J-312 4,963.45 5,116.63 66.27 2,716.88 2,000.00 5,000.00 20.00 10.00 1,315,079.80 3,141,955.61 • J-221 4,962.28 5,116.63 66.78 2,629.78 2,000.00 5,000.00 20.00 10.00 1,314,232.76 3,141,813.88 J-90 4,915.20 5,114.94 86.42 3,945.30 2,000.00 5,000.00 20.00 10.00 1,309,438.66 3,143,053.73 • J-101 4,917.45 5,114.96 85.45 3,985.68 2,000.00 5,000.00 20.00 10.00 1,309,676.60 3,143,356.71 • J-375 4,944.78 5,116.63 74.35 3,804.72 2,000.00 5,000.00 20.00 10.00 1,312,644.73 3,141,941.74 . J-139 4,954.36 5,116.63 70.21 2,775.78 2,000.00 5,000.00 20.00 10.00 1,313,532.18 3,141,811.81 • J-344 4,922.69 5,113.49 82.55 3,355.30 2,000.00 5,000.00 20.00 10.00 1,310,368.53 3,145,345.00 • J-295 4,911.37 5,114.85 88.03 3,740.32 2,000.00 5,000.00 20.00 10.00 1.308,873.13 3,143,673.59 • Title.Waterfront Project Enginee r.\...\water cad�stormcatl model(may 17).wcd WaterCAU v7.0[07.00.049.0 • 05/21/07 16:27:42 ©Bentley Systems, Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755-1666 Page 7 of' • Scenario: Base • Fire Flow Analysis II Junction Report • • Label Elevation Calculated Pressure Available Needed Fire Flow Residua/Ainimum Zone Northing Easting . (fl) Hydraulic Grade (psi) Are Fire Flow Upper Limit Pressure Pressure (ft) (ft) (ft) Flow (9Pm) (gpm) (Psi) (psi) . (gPm) . J-112 4,956.16 5,116.63 69.43 2,633.58 2,000.00 5,000.00 20.00 10.00 1,314,280.14 3,142,031.45 J-174 4,939.93 5,112.51 74.67 3,698.78 2,000.00 5,000.00 20.00 10.00 1,311,456.26 3,145,556.19 . J-246 4,919.00 5,114.98 84.79 4,052.36 2,000.00 5,000.00 20.00 10.00 1,309,775.70 3,143,580.88 . J-245 4,905.03 5,113.72 90.29 3,521.45 2,000.00 5,000.00 20.00 10.00 1,309,107.82 3,145,583.85 J-229 4,924.45 5,114.96 82.43 3,960.69 2,000.00 5,000.00 20.00 10.00 1,309,844.38 3,144,480.52 J-178 4,949.55 5,111.78 70.19 5,000.00 2,000.00 5,000.00 20.00 10.00 1,313,544.79 3,145,545.85 ID J-271 4,919.49 5,113.44 83.91 3,604.00 2,000.00 5,000.00 20.00 10.00 1,310,217.66 3,145,587.20 J-271 4,909.82 5,114.86 88.71 3,760.76 2,000.00 5,000.00 20.00 10.00 1,308,549.69 3,143,261.01 . J-159 4,948.97 5,116.63 72.54 3,024.24 2,000.00 5,000.00 20.00 10.00 1,313,185.28 3,142,090.01 J-22 4,953.79 5,112.01 68.45 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,484.67 3,145,670.17 . J-126 4,919.39 5,114.96 84.61 3,944.44 2,000.00 5,000.00 20.00 10.00 1,309,825.45 3,143,296.84 . J-165 4,937.03 5,114.98 76.99 4,008.99 2,000.00 5,000.00 20.00 10.00 1,310,892.28 3,144,557.38 J-95 4,920.67 5,114.93 84.05 3,901.73 2,000.00 5,000.00 20.00 10.00 1,309,562.88 3,144,203.11 . J-264 4,877.15 5,114.45 102.67 3,462.43 2,000.00 5,000.00 20.00 10.00 1,308,244.37 3,144,973.23 . J-129 4,931.84 5,115.17 79.32 4,650.15 2,000.00 5,000.00 20.00 10.00 1,311,223.70 3,143,620.44 J-17 4,941.69 5,112.50 73.90 3,512.15 2,000.00 5,000.00 20.00 10.00 1,311,467.32 3,145,273.17 5 J-316 4,901.75 5,114.81 92.18 3,716.16 2,000.00 5,000.00 20.00 10.00 1,307,426.84 3,143,706.52 . J-353 4,907.97 5,113.71 89.01 3,395.01 2,000.00 5,000.00 20.00 10.00 1,309,360.84 3,145,231.73 J-181 4,954.06 5,111.96 68.32 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,540.57 3,145,670.32 . J-156 4,905.22 5,114.83 90.69 3,730.04 2,000.00 5,000.00 20.00 10.00 1,307,830-25 3,143,345.61 . J-304 4,937.50 5,114.98 76.79 3,890.77 2,000.00 5,000.00 20.00 10.00 1,310,843.66 3,144,639.30 J-56 4,906.80 5,113.74 89.53 3,454.32 2,000.00 5,000.00 20.00 10.00 1,309,211.87 3,145,253.09 . J-348 4,943.85 5,117.01 74.92 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,545.63 3,141,641.31 ID J-149 4,949.22 5,116.63 72.43 3,079.94 2,000.00 5,000.00 20.00 10.00 1,312,943.03 3,141,490.89 J-149 4,919.98 5,114.99 84.37 4,070.79 2,000.00 5,000.00 20.00 10.00 1,309,807.15 3,143,692.03 5 J-363 4,911.04 5,113.63 87.65 3,319.55 2,000.00 5,000.00 20.00 10.00 1,309,706.83 3,145,231.73 J-415 4,923.60 5,115.05 82.83 4,165.51 2,000.00 5,000.00 20.00 10.00 1,310,303.46 3,143,629.70 Ill J-20 4,934.10 5,112.90 77.36 3,780.85 2,000.00 5,000.00 20.00 10.00 1,310,915.41 3,145,852.96 . J-294 4,947.92 5,111.78 70.89 5,000.00 2,000.00 5,000.00 20.00 10.00 1,313,792.77 3,145,584.67 J-144 4,934.09 5,115.00 78.27 4,045.93 2,000.00 5,000.00 20.00 10.00 1,310,939.56 3,144,202.16 5 J-357 4,926.61 5,114.95 81.49 3,942.74 2,000.00 5,000.00 20.00 10.00 1,310,004.26 3,144,759.32 . J-14 4,908.52 5,114.85 89.27 3,750.38 2,000.00 5,000.00 20.00 10.00 1,308,347.12 3,143,262.82 J-262 4,920.25 5,114.93 84.23 3,890.16 2,000.00 5,000.00 20.00 10.00 1,309,562.34 3,144,130.22 . J-299 4,917.25 5,114.92 85.52 3,853.87 2,000.00 5,000.00 20.00 10.00 1,309,508.38 3,143,664.42 . J-32 4,947.07 5,116.63 73.36 3,170.66 2,000.00 5,000.00 20.00 10.00 1,313,133.82 3.142,250.22 J-390 4,936.59 5,115.43 77.37 5,000.00 2,000.00 5,000.00 20.00 10.00 1,311,532.57 3,143,933.26 . J-315 4,893.56 5,114.62 95.64 3,088.70 2,000.00 5,000.00 20.00 10.00 1,308,354.88 3,144,642.27 ID J-252 4,959.97 5,116.63 67.78 2,675.88 2,000.00 5,000.00 20.00 10.00 1,314,363.78 3,141,848.83 J-252 4,914.31 5,114.90 86.79 3,840.20 2,000.00 5,000.00 20.00 10.00 1,309,312.85 3,143,324.52 5 J-298 4,900.25 5,114.81 92.83 3,716.26 2,000.00 5,000.00 20.00 10.00 1,307,735.62 3,143,756.40 . J-235 4,950.63 5,116.63 71.82 2,956.52 2,000.00 5,000.00 20.00 10.00 1,313,084.64 3,141,388.67 J-117 4,944.37 5,115.36 73.98 5,000.00 2,000.00 5,000.00 20.00 10.00 1,311,552.30 3,144,402.46 . J-138 4,953.36 5,116.63 70.64 2,809.91 2,000.00 5,000.00 20.00 10.00 1,313,448.62 3,141,832.72 . J-3 4,966.05 5,116.63 65.15 2,622.83 2,000.00 5,000.00 20.00 10.00 1,315,116.07 3,141,794.40 J-380 4,951.99 5,116.63 71.23 2,728.58 2,000.00 5,000.00 20.00 10.00 1,313,596.81 3,141,527.57 5 J-160 4,949.04 5,112.31 70.64 3,747.33 2,000.00 5,000.00 20.00 10.00 1,312,401.66 3,145,112.81 J-114 4,951.23 5,111.78 69.46 5,000.00 2,000.00 5,000.00 20.00 10.00 1,313,022.38 3,145,653.14 J-81 4,939.02 5,112.57 75.09 3,683.75 2,000.00 5,000.00 20.00 10.00 1,311,116.79 3,145,275.75 IIJ-333 4,942.98 5,115.58 74.68 4,442.04 2,000.00 5,000.00 20.00 10.00 1,312,125.01 3,143,348.26 •J-385 4,964.75 5,116.63 65.71 2,362.83 2,000.00 5,00000 20.00 10.00 1,315,331.41 3,141,794.40 5 J-243 4.920.22 5,113.52 83.63 3,319.86 2,000.00 5,000.00 20.00 10.00 1,310,239.08 3,145,293.44 . J-80 4,951.05 5,112.25 69.74 4,301.89 2,000.00 5,000.00 20.00 10.00 1,312,437.81 3,145,390.73 ▪ Title:Waterfront Project Engineer. r:\...\water cad\stormcad model(may 17).wcd WaterCAD v7O[07.00.049.OC 5 05/21/07 16:27:42 0 Bentley Systems,Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755-1666 Page 8 of 1 i Scenario: Base • Fire Flow Analysis Junction Report ▪ • Label Elevation Calculated Pressure Available Needed Fire Flow Residua'Ainimum Zone Northing Easting • (ft) Hydraulic Grade (psi) Fire Fire Flow Upper Limit Pressure Pressure (ft) (It) (ft) Flow (gpm) (gpm) (psi) (psi) i (gpm) J-359 4,908.73 5,114.87 89.19 3,788.03 2,000.00 5,000.00 20.00 10.00 1,308,652.30 3,142,985.5 • FH 1 4,946.85 5,116.63 73.46 3,255.83 2,000.00 5,000.00 20.00 10.00 1,312,751.96 3,141,740.1; • FH 28 4,953.14 5,115.51 70.25 4,237.95 2,000.00 5,000.00 20.00 10.00 1,312,352.09 3,144,451.4! FH 18 4,940.49 5,115.62 75.77 4,396.23 2,000.00 5,000.00 20.00 10.00 1,312,238.05 3,143,040.4 • FH 11 4,963.20 5,116.63 66.38 2,536.43 2,000.00 5,000.00 20.00 10.00 1,314,292.59 3,141,841.91 . FH 7 4,960.76 5,116.63 67.44 2,507.56 2,000.00 5,000.00 20.00 10.00 1,314.393.65 3,141,579.6; FH4 4,969.81 5,116.63 63.52 2,371.95 2,000.00 5,000.00 20.00 10.00 1,314,480.04 3,141,313.1: • FH 23 4,956.60 5,115.54 68.77 3,613.45 2,000.00 5,000A0 20.00 10.00 1,312,332.35 3,143,905.61 . FH29 4,947.97 5,115.34 72.41 5,000.00 2,000.00 5,000.00 20.00 10.00 1,311,869.75 3,144,610.5: FH9 4,947.23 5,116.63 73.29 2,802.34 2,000.00 5,000.00 20.00 10.00 1,313,243.72 3,141,636.7! • FH 6 4,963.39 5,116.63 66.30 2,649.78 2,000.00 5,000.00 20.00 10.00 1,314,977.40 3,142,016.01 • FH2 4,950.84 5,116.63 71.73 2,851.07 2,000.00 5,000.00 20.00 10.00 1,313,092.13 3,141,401.0'. FH8 4,954.96 5,116.63 69.95 2,580.17 2,000.00 5,000.00 20.00 10.00 1,313,810.76 3,141,542.0; 5 FH 10 4,959.66 5,116.63 67.91 2,611.24 2,000.00 5,000.00 20.00 10.00 1,314,788.55 3,142,223.2: FH 5 4,973.79 5,116.63 61.80 2,353.22 2,000.00 5,000.00 20.00 10.00 1,314,843.04 3,141,499.54 • FH 16 4,942.15 5,116.63 75.49 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,356.50 3,142,061.6( • FH 22 4,953.83 5,115.57 69.98 3,597.47 2,000.00 5,000.00 20.00 10.00 1,312,378.35 3,143,426.9£ FH 26 4,955.87 5,115.55 69.09 3,292.49 2,000.00 5,000.00 20.00 10.00 1,312,679.15 3,143,859.44 • FH 21 4,949.20 5,115.62 72.00 4,490.91 2,000.00 5,000.00 20.00 10.00 1,312,627.27 3,142,782.24 • FH 12 4,958.79 5,116.63 68.29 2,586.58 2,000.00 5,000.00 20.00 10.00 1,313,907.76 3,141,822.07 FH 25 4,953.67 5,115.57 70.05 3,397.74 2,000.00 5,000.00 20.00 10.00 1,312,706.25 3,143,371.5C • FH 20 4,948.52 5,115.50 72.24 4,353.58 2,000.00 5,000.00 20.00 10.00 1,312,048.75 3,143,998.04 • FH 14 4,947.33 5,116.63 73.25 3,046.11 2,000.00 5,000.00 20.00 10.00 1,313,147.62 3,142,254.65 . FH 13 4,952.95 5,116.63 70.82 2,736.62 2,000.00 5,000.00 20.00 10.00 1,313,406.81 3,141,866.85 • FH 30 4,943.91 5,115.36 74.18 5,000.00 2,000.00 5,000.00 20.00 10.00 1,311,591.51 3,144,389.95 • FH 24 4,951.43 5,115.60 71.03 3,784.84 2,000.00 5,000.00 20.00 10.00 1,312,898.03 3,142,919.37 FH 17 4,936.38 5,115.88 77.66 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,003.49 3,142,814.68 • FH 19 4,944.72 5,115.56 73.91 4,057.99 2,000.00 5,000.00 20.00 10.00 1,312,067.14 3,143,534.19 • FH 27 4,958.09 5,115.53 68.12 3,447.25 2,000.00 5,000.00 20.00 10.00 1,312,686.60 3,144,344.83 FH3 4,956.91 5,116.63 69.10 2,567.15 2,000.00 5,000.00 20.00 10.00 1,313,810.76 3,141,262.07 • FH 15 4,944.98 5,116.63 74.27 3,567.38 2,000.00 5,000.00 20.00 10.00 1,312,788.96 3,142,212.07 FH37 4,946.28 5,112.35 71.85 3,558.21 2,000.00 5,000.00 20.00 10.00 1,312,056.22 3,145,450.46 • FH 35A 4,952.47 5,111.78 68.92 4,360.97 2,000.00 5,000.00 20.00 10.00 1,313,636.80 3,145.296.80 • FH 358 4,952.93 5,111.78 68.73 5,000.00 2,000.00 5,000.00 20.00 10.00 1,313,182.82 3,145,342.55 FH 45 4,902.06 5,113.62 91.53 3,389.11 2,000.00 5,000.00 20.00 10.00 1,309,475.00 3,145,526.23 • FH 40 4,945.74 5,112.40 72.10 3,328.21 2,000.00 5,000.00 20.00 10.00 1,311,959.14 3,145,184.89 • FH 47 4,920.41 5,113.52 83.55 3,197.82 2,000.00 5,000.00 20.00 10.00 1,310,233.48 3,145,307.48 FH 44 4,911.91 5,113.50 87.22 3,396.95 2,000.00 5,000.00 20.00 10.00 1,309,974.58 3,145,531.97 • FH 49 4,906.75 5,113.74 89.56 3,336.80 2,000.00 5,000.00 20.00 10.00 1,309,190.82 3,145,275.55 • FH 50 4,886.04 5,113.93 98.60 3,904.84 2,000.00 5,000.00 20.00 10.00 1,308,596.72 3,145,492.45 FH 41 4,942.28 5,112.49 73.64 3,332.87 2,000.00 5,000.00 20.00 10.00 1,311,522.83 3,145,277.10 • FH 32 4,952.22 5,111.78 69.03 2,810.35 2,000.00 5,000.00 20.00 10.00 1,314,991.72 3,145,532.54 • FH 48 4,911.25 5,113.63 87.56 3,208.49 2,000.00 5,000.00 20.00 10.00 1,309,706.83 3,145,246.23 FH 31 4,955.08 5,111.78 67.80 2,131.37 2,000.00 5,000.00 20.00 10.00 1,314,840.54 3,1450&2.28 • FH43 4,924.84 5,113.35 81.56 3,557.33 2,000.00 5,000.00 20.00 10.00 1,310,400.41 3,145,722.29 • FH 46 4,901.58 5,113.75 91.80 3,480.15 2,000.00 5,000.00 20.00 10.00 1,309,000.60 3,145,662.54 FH 35 4,949.75 5,111.78 70.10 5,000.00 2,000.00 5,000.00 20.00 10.00 1,313,539.76 3,145,559.45 • FH 34 4,947.39 5,111.78 71.12 4,904.42 2,000.00 5,000.00 20.00 10.00 1,314,037.02 3,145,598.71 • FH 42 4,937.27 5,112.61 75.86 3,692.95 2,000.00 5,000.00 20.00 10.00 1,311,034.40 3,145,474.53 •FH 33 4,954.49 5,111.78 68.05 4,311.08 2,000.00 5,000.00 20.00 10.00 1,314,515.55 3,145,597.82 • FR 36 4,954.27 5,111.96 68.23 5,000.00 2,000.00 5,000.00 20.00 10.00 1,312,540.54 3,145,684.82 • FH 39 4,950.35 5,112.28 70.06 3,660.97 2,000.00 5,000.00 20.00 10.00 1,312,452.74 3,145,182.12 Title:Waterfront Project Engineer • r:\..Awater cad\stormcad model(may 17).wcd WaterCAD v7.0[07.00.049.0( • 05/21/07 16:27:42 6 Bentley Systems,Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755-1666 Page 9 of 1 . Scenario: Base Fire Flow Analysis • Junction Report . . • Label Elevation Calculated Pressure Available Needed Fire Flow Residua'Ainimum Zone Northing Easting (ft) Hydraulic Grade (psi) Fire Fire Flow Upper Limit Pressure Pressure (ft) (ft) . (M) Flow (gpm) (gpm) (psi) (psi) • (gpm) FH38 4,940.49 5,112.50 74.42 3,482.14 2,000.00 5,000.00 20.00 10.00 1,311,510.10 3,145,564.54 • FH 80 4,905.72 5,114.83 90.47 3,731.40 2,000.00 5,000.00 20.00 10.00 1,307,869.79 3,143,313.3! • FH 62 4,930.45 5,115.04 79.86 3,834.87 2,000.00 5,000.00 20.00 10.00 1,310,852.78 3,143,925.6! FH 55 4,926.82 5,114.95 81.40 3,842.12 2,000.00 5,000.00 20.00 10.00 1,310,004.37 3,144,773.8' . FH 73 4,914.00 5,114.90 86.92 3,836.40 2,000.00 5,000.00 20.00 10.00 1,309,274.26 3,143,262.2; • FH 54 4,919.50 5,114.91 84.54 3,778.03 2,000.00 5,000.00 20.00 10.00 7,309,529.38 3,144,777.3E FH 75 4,907.47 5,114.86 89.73 3,776.87 2,000.00 5,000.00 20.00 10.00 1,308,403.07 3,142,967.8'1 • FH 63 4,925.91 5,115.01 81.82 3,811.70 2,000.00 5,000.00 20.00 10.00 1,310,305.72 3,143,931.1E illFH 81 4,902.72 5,114.81 91.76 3,718.83 2,000.00 5,000.00 20.00 10.00 1,307,484.28 3,143,597.9; FH 76 4,919.67 5,114.85 84.45 3,671.59 2,000.00 5,000.00 20.00 10.00 1,309,298.63 3,144,369.61 • FH 84 4,896.84 5,114.79 94.30 3,693.59 2,000.00 5,000.00 20.00 10.00 1,307,558.36 3,144,027.9 FH 82 4,910.62 5,114.84 88.36 3,736.99 2,000.00 5,000.00 20.00 10.00 1,308,786.33 3,143,588.2E • FH 61 4,923.95 5,115.05 82.68 3,848.28 2,000.00 5,000.00 20.00 10.00 1,310,303.67 3,143,651.2E • FH 53 4,911.36 5,114.78 88.01 3,391.07 2,000.00 5,000.00 20.00 10.00 1,309,007.10 3,144,683.3E FH 87 4,905.03 5,114.83 90.77 3,722.46 2,000.00 5,000.00 20.00 10.00 1,308,042.37 3,143,894.4E • FM 58 4,934.77 5,115.02 77.99 4,037.36 2,000.00 5,000.00 20.00 10.00 1,311,155.95 3,144,141.5E • FH 74 4,910.09 5,114.88 88.60 3,794.42 2,000.00 5,000.00 20.00 10.00 1,308,811.28 3,142,998.9C FH 51 4,877.89 5,114.51 102.38 3,412.52 2,000.00 5,000.00 20.00 10.00 1,308,176.12 3,144,942.04 • FH 69 4,918.50 5,114.97 85.00 4,019.52 2,000.00 5,000.00 20.00 10.00 1,309,752.99 3,143,479.5E • FH 60 4,927.18 5,115.11 81.31 3,909.13 2,000.00 5,000.00 20.00 10.00 1,370,733.60 3,143,646.87 FH 52 4,902.52 5,114.66 91.78 3,064.31 2,000.00 5,000.00 20.00 10.00 1,308,527.83 3,144,609.15 • FH 77 4,916.18 5,114.85 85.96 3,730.31 2,000.00 5,000.00 20.00 10.00 1,309,277.84 3,143,824.3E • FH 66 4,927.64 5,114.98 81.05 3,735.04 2,000.00 5,000.00 20.00 10.00 1,310,307.72 3,144,211.11 FH 85 4,888.27 5,114.68 97.96 3,577.32 2,000.00 5,000.00 20.00 10.00 1,307,660.31 3.144.509.67 • FH 78 4,912.81 5,114.86 87.42 3,773.30 2,000.00 5,000.00 20.00 10.00 1,308,979.71 3,143,379.74 • FM 72 4,918-01 5,114.92 85.19 3,764.39 2,000.00 5,000.00 20.00 10.00 1,309,546.88 3,143,745.2C FH 70 4,915.38 5,114.94 86.34 3,941.64 2,000.00 5,000.00 20.00 10.00 1,309,449.24 3,143,041.93 • FM 64 4,923.42 5,114.98 82.88 4,024.81 2,000.00 5,000.00 20.00 10.00 1,309,855.42 3,143,957.72 FH 57 4,936.98 5,114.98 77.01 3,815.06 2,000.00 5,000.00 20.00 10.00 1,310,930.28 3,144,521.77 • FH 65 4,931.50 5,114.99 79.39 3,687.01 2,000.00 5,000.00 20.00 10.00 1,310,678.07 3,144,207.4E • FH 68 4,925.04 5,114.96 82.17 3,961.38 2,000.00 5,000.00 20.00 10.00 1,309,858.99 3,144,415.37 FH 83 4,903.20 5,114.83 91.56 3,725.29 2,000.00 5,000.00 20.00 10.00 1,307,885.49 3,143,615.40 • FH 56 4,934.83 5,114.97 77.94 3,546.48 2,000.00 5,000.00 20.00 10.00 1,310,524.64 3,144,769.91 • FH 67 4,928.55 5,114.97 80.65 3,657.92 2,000.00 5,000.00 20.00 10.00 1,310,309.72 3,144,491.10 FH 86 4,909.51 5,114.84 88.84 3,737.87 2,000.00 5,000.00 20.00 10.00 1,308,548.81 3,143,925.52 . FH 71 4,921.15 5,114.93 83.84 3,897.48 2,000.00 5,000.00 20.00 10.00 1,309,577.65 3,144,237.73 • FM 59 4,932.35 5,115.15 79.09 4,567.96 2,000.00 5,000.00 20.00 10.00 1,311,238.51 3,143,662.25 FH 79 4,908.61 5,114.85 8923 3,746.67 2,000.00 5,000.00 20.00 10.00 1,308,343.95 3,143,327.85 • • • • • • • • • • Title:Waterfront Project Enginee • r:\_.\water cadtstomtcad model(may 17).wcd WaterCAD v7.0(07.00049-0 • 05/21/07 16:27:42 ®Bentley Systems,Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755-1666 Page 10 of 0 0 r S • APPENDIX B FIRE FLOW RESULTS 0 r O O 0 S S O 0 Os O O 0 O S S 0 O 0 0 0 0 O S 0 0 i • S S 0 IP Scenario: Base Fire Flow Analysis Fire Flow Report Ill • • Label Fire Flow Satisfies Available Residual Calculated Minimum Zone Calculated Minimum Calculated Minimum . Balanced? Fire Flow Fire Pressure Residual Pressure Minimum Zone Minimum System Constraints? Flow (psi) Pressure (psi) Zone Junction System Junction . (gpm) (psi) Pressure Pressure (Psi) (Psi) FH 1 true true 3,255.83 20.00 20.01 10.00 22.11 J-342 22.11 J-342 . FH 2 true true 2,851.07 20.00 20.02 10.00 23.35 J-235 23.35 J-235 FH 3 true true 2,567.15 20.00 20.00 10.00 22.76 J-381 22.76 .1-381 5 FH 4 true true 2,371.95 20.00 20.00 10.00 22.39 .1-402 22.39 J-402 . FH 5 true true 2,353.22 20.00 20.00 10.00 21.83 .1-409 21.83 J-409 FH 6 true true 2,649.78 20.00 20.02 10.00 22.09 J-409 22.09 J-409 5 FH 7 true true 2,507.56 20.00 20.00 10.00 22.66 J-397 22.66 J-397 . FH 8 truetrue 2,580.17 20.00 20.00 10.00 22.78 J-379 22.78 J-379 FH 9 true true 2,802.34 20.00 20.02 10.00 23.25 J-395 23.25 J-395 . R-110 true true 2,611.24 20.00 20.00 10.00 22.84 J-93 22.84 J-93 . FH 11 true true 2,536.43 20.00 20.00 10.00 22.85 J-106 22.85 J-106 FH 12 true true 2,586.58 20.00 20.00 10.00 22.79 .1-399 22.79 J-399 5 FH 13 true true 2,736.62 20.00 20.00 10.00 23.13 J-84 23.13 J-84 5 FH 14 true true 3,046.11 20.00 20.01 10.00 22.84 J-377 22.84 J-377 FH 15 true true 3,567.38 20.00 20.02 10-00 15.73 J-409 15.73 J-409 O FH 16 true true 5,000.00 20.00 34.13 10.00 30.18 J-409 30.18 J-409 FH 17 true true 5,000.00 20.00 40.62 10.00 34.71 J-291 34.71 J-291 FH 18 true true 4,396.23 20.00 20.01 10.00 28.11 J-403 28.11 J-403 . FH 19 true true 4,057.99 20.00 20.02 10.00 27.24 .1-133 27.24 J-133 FH 20 true true 4,353.58 20.00 20.01 10.00 27.19 J-321 27.19 .1-321 5 FH 21 true true 4,490.91 20.00 20.01 10.00 27.61 J-107 27.61 .1-107 O FH 22 true true 3,597.47 20.00 20.00 10.00 25.04 .1-5 25.04 J-5 H 23 true true 3,613.45 20.00 20.00 10.00 25.11 J-406 25.11 J-406 5 FH 24 true true 3,784.84 20.00 20.00 10.00 25.56 J-97 25.56 J-97 . FH 25 true true 3,397.74 2000 20.01 10.00 24.59 .1-74 24.59 J-74 FH 26 true true 3,292.49 20.00 20.00 10.00 24.89 J-410 24.89 J-410 FH 27 true true 3,447.25 20.00 20.00 10.00 25.31 J-234 25.31 J-234 . FH 28 true true 4,237.95 20.00 20.01 10.00 26.84 .1-214 26.84 J-214 FH 29 true true 5,000.00 20.00 27.53 10.00 32.94 J-291 32.94 J-291 . FH 30 true true 5,000.00 20.00 29.13 10.00 32.71 J-291 32.71 J-291 FH 31 true true 2,131.37 20.00 20.00 10.00 24.09 .1-250 24.09 .1-250 5 FH 32 true true 2,810.35 20.00 20.00 10.00 20.93 J-400 20.93 .1-400 II FH 33 true true 4,311.08 20.00 20.00 10.00 25.73 J-400 25.73 J-400 FM 34 true true 4,904.42 20.00 20.00 10.00 24.54 J-400 24.54 J-400 5 FH 35 true true 5,000.00 20.00 25.33 10.00 31.42 J-400 31.42 J-400 . FH 35A true true 20.00 20.00 10.00 27.21 J-318 27.21 J-318 FH 356 true true 5,000.00 20.00 23.41 10.00 32.67 J-227 32.67 .1-227 5 FH 36 true true 5,000.00 20.00 20.39 10.00 29.65 J-181 29.65 J-181 FH 37 true true 3,558.21 20.00 20.00 10.00 24.98 J-220 24.98 J-220 FH 38 truetrue 3,482.14 20.00 20.00 10.00 25.48 J-173 25.48 J-173 5 FH 39 true true 3,660.97 20.00 20.00 10.00 25.23 J-8 25.23 J-8 Ili FH 40 true true 3,328.21 20.00 20.00 10.00 24.41 J-311 24.41 J-311 FH 41 true true 3,332.87 20.00 20.00 10.00 24.61 J-175 24.61 .1-175 . FH 42 true true 3,692.95 20.00 20.00 10.00 25.32 .1-263 25.32 J-263 . FH 43 true true 3,557.33 20.00 20.00 10.00 23.87 J-291 23.87 J-291 FH 44 true true 3,396.95 20.00 20.00 10.00 23.64 J-291 23.64 J-291 . FH 45 true true 3,389.11 20.00 20.00 10.00 22.77 J-291 22.77 J-291 . FH 46 true true 3,480.15 20.00 20.00 10.00 20.67 .1-291 20.67 J-291 47 true true 3,197.82 20.00 20.00 10.00 24.26 .1-243 24.26 .1-243 5 H 48 true true 3,208.49 20.00 20.00 10.00 24.12 J-363 24.12 J-363 . FH 49 true true 3,336.80• 20.00 20.00 -_ 10.00 22.93 J-291 22.93 J-291 • • Title:Waterfront Project Engineer: r\..\water cadlstormcad model(may 17).wcd WaterCAD v7.0[07.00.049.00] 5 05/21/07 16:28:29 O Bentley Systems,Inc. Haestad Methods Solution Center Watertown,CT 06795 USA ♦1-203-755-1666 Page 1 of 10 IP Scenario: Base . Fire Flow Analysis Fire Flow Report • Label Fire Flow Satisfies Available Residual Calculated Minimum Zone Calculated Minimum Calculated Minimum • Balanced? Fire Flow Fire Pressure Residual Pressure Minimum Zone Minimum System ID Constraints? Flow (psi) Pressure (psi) Zone Junction System Junction (gpm) (psi) Pressure Pressure . (Psi) (psi) FH 50 true true 3,904.84 20.00 25.39 10.00 10.00 J-291 10.00 J-291 . FH 51 true true 3,412.52 20.00 52.47 10.00 10.00 J-291 10.00 J-291 . FH 52 true true 3,064.31 20.00 46.22 10.00 moo 00 J-291 10.00 J-291 FH 53 true true 3,391.07 20.00 35.94 10.00 10.00 J-291 10.00 J-291 . FH 54 true true 3,778.03 20.00 31.40 10.00 10.00 J-291 10.00 J-291 5 FH 55 true true 3,842.12 20.00 20.00 10.00 11.87 J-291 11.87 J-291 FH 56 true true 3,546.48 20.00 20.00 10.00 17.53 J-291 17.53 J-291 . FH 57 true true 3,815.06 20.00 20.00 10.00 13.70 J-291 13.70 J-291 FH 58 true true 4,037.36 20.00 20.00 10.00 11.84 J-291 11.84 J-291 5 FH 59 true true 4,567.96 20.00 23.36 10.00 10.00 J-291 10.00 J-291 . FH 60 true We 3,909.13 20.00 20.00 10.00 18.85 J-291 18.85 J-291 FH 61 truetrue 3,848.28 20.00 20.00 10.00 17.78 J-291 17.78 J-291 . FH 62 true true 3,834.87 20.00 20.00 10.00 15.78 J-291 15.78 J-291 . FH 63 true true 3,811.70 20.00 20.00 10.00 15.53 J-291 15.53 J-291 FH 64 true true 4,024.81 20.00 26.03 10.00 10.00 J-291 10.00 J-291 . FH 65 true true 3,687.01 20.00 20.00 10.00 16.19 J-291 16.19 J-291 . FH 66 true true 3,735.04 20.00 20.00 10.00 14.90 J-291 14.90 J-291 FH 67 true true 3,657.92 20.00 20.00 10.00 15.68 J-291 15.68 J-291 FH 68 true true 3,961.38 20.00 23.87 10.00 10.00 J-291 10.00 J-291 ID EH 69 true true 4,019.52 20.00 21.29 10.00 10.00 J-291 10.00 J-291 FH 70 true true 3,941.64 20.00 20.02 10.00 10.07 J-291 10.07 J-291 . FH 71 true true 3,897.48 20.00 26.66 10.00 10.00 J-291 10.00 J-291 .FH 72 true true 3,764.39 20.00 20.00 10.00 11.78 J-291 11.78 J-291 FM 73 true true 3,836.40 20.00 21.01 10.00 10.00 J-291 10.00 J-291 . FH 74 true true 20.00 21.45 10.00 10.00 J-291 10.00 J-291 FH 75 truetrue 3,776.87 20.00 23.42 10.00 10.00 J-291 10.00 J-291 FH 76 true true 3,671.59 20.00 23.91 10.00 10.00 J-291 10.00 J-291 . FH 77 true true 3,730.31 20.00 25.40 10.00 10.00 J-291 10.00 J-291 FH 78 truetrue 3,773.30 20.00 26.18 10.00 10.00 J-291 10.00 J-291 . FH 79 true true 3,746.67 20.00 29.60 10.00 10.00 J-291 10.00 J-291 . FH 80 true true 3,731.40 20.00 23.17 10.00 10.00 J-291 10.00 J-291 FH 81 true true 3,718.83 20.00 20.52 10.00 10.01 J-291 10.01 J-291 . FH 82 true true 3,736.99 20.00 20.02 10.00 10.06 J-291 10.06 J-291 FH 83 true true 3,725.29 20.00 27.53 10.00 10.01 J-291 10.01 J-291 FH 84 true true 3,693.59 20.00 30.83 10.00 10.00 J-291 10.00 J-291 5 FH 85 true true 3,577.32 20.00 35.33 10.00 10.00 J-291 10.00 J-291 . FH 86 true true 3,737.87 20.00 21.88 10.00 10.00 J-291 10.00 J-291 FH 87 true true 3,722.46 20.00 20.02 10.00 10.14 J-291 10.14 J-291 5 J-2 true true 3,731.31 20.00 23.74 10.00 10.00 J-291 10.00 J-291 J-3 true true 2,622.83 20.00 20.00 10.00 18.46 J-409 18.46 J-409 J-4 true true 2,621.19 20.00 20.00 10.00 18.47 J-409 18.47 J-409 . J-5 true true 3,811.45 20.00 20.00 10.00 19.91 FH 22 19.91 FH 22 J-6 true true 3,808.58 20.00 20.00 10.00 20.17 FH 22 20.17 FH 22 . J-7 true true 3,868.17 20.00 20.00 10.00 20.45 FH 39 20.45 FH 39 . J-8 true true 3,883.81 20.00 20.00 10.00 19.91 FH 39 19.91 FH 39 J-9 true true 2,868.58 20.00 20.02 10.00 18.86 J-377 18.86 J-377 . J-10 true true 2,870.07 20.00 20.02 10.00 19.03 J-377 19.03 J-377 . J-11 true true 5,000.00 20.00 33.06 10.00 33.74 J-186 33.74 J-186 J-12 true true 5,000.00 20.00 33.81 10.00 33.79 J-23 33.79 J-23 5 J-13 true true 3,751.36 20.00 36.51 10.00 10.00 J-291 10.00 J-291 . J_74 true true 3,750.38 20.00 36.01 - 10.00 10.00 J-291 10.00 J-291 5 Title:Waterfront Project Engineer: r:\_.\water cad\stonncad model(may 17).wcd WaterCAD v7.0[07.00.049.00 5 05/21/07 16:28:29 in Bentley Systems,Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755-1666 Page 2 of 7( Ili Scenario: Base • Fire Flow Analysis • Fire Flow Report ' • Label Fire Flow Satisfies Available Residual Calculated Minimum Zone Calculated Minimum Calculated Minimum Balanced? Fire Flow Fire Pressure Residual Pressure Minimum Zone Minimum System Constraints? Flow (psi) Pressure (psi) Zone Junction System Junction . @pm) (psi) Pressure Pressure . (Psi) (Psi) J-15 true true 3,054.29 20.00 20.00 10.00 17.54 J-400 17.54 J-400 . .1-16 true true 3,030.93 20.00 20.00 10.00 17.57 J-400 17.57 J-400 II J-18 true true 3,512.15 20.00 20.00 10.00 20.38 J-18 20.38 J-18 J-18 true true 3,516.02 20.00 20.00 10.00 20.21 J-17 20.21 J-17 J-19 true true 3,785.13 20.00 20.00 10.00 20.34 J-20 20.34 J-20 . J-20 true true 3,780.85 20.00 20.00 10.00 20.41 J-19 20.41 J-19 J-21 true true 5,000.00 20.00 24.09 10.00 25.57 J-22 25.57 J-22 . J-22 true true 5,000.00 20.00 25.26 10.00 25.32 J-21 25.32 J-21 . J-23 true true 5,000.00 20.00 32.62 10.00 32.73 J-341 32.73 .1-341 J-24 true true 4,982.54 20.00 20.00 10.00 20.29 J-25 20.29 J-25 . J-25 true true 4,946.37 20.00 20.00 10.00 21.13 J-24 21.13 J-24 .1-26 true true 3,775.90 20.00 29.28 10.00 10.00 J-291 10.00 .1-291 5 J-27 true true 3,776.85 20.00 29.13 10.00 10.00 J-291 10.00 J-291 . J-28 true true 4,039.21 20.00 32.91 10.00 10.00 J-291 10.00 J-291 J-29 true true 4,037.98 20.00 33.37 10.00 10.00 J-291 10.00 J-291 . J-30 true true 5,000.00 20.00 47.62 10.00 41.55 J-291 41.55 J-291 J-31 true true 5,000.00 20.00 47.29 10.00 41.56 J-291 41.56 J-291 .1-32 true true 3,170.66 20.00 20.01 10.00 19.24 J-377 19.24 J-377 . J-33 true true 3,192.51 20.00 20.01 10.00 19.11 J-377 19.11 .1-377 J-34 true true 3,530.90 20.00 20.00 10.00 19.90 FH 44 19.90 FH 44 J-35 true true 3,528.81 20.00 20.00 10.00 20.57 FH 44 20.57 FH 44 . J-36 true true 4,389.56 20.00 20.01 10.00 20.05 J-37 20.05 J-37 •.1-37 true true 4,332.64 20.00 20.01 10.00 20.61 J-60 20.61 J-60 .1-38 true true 4,933.78 20.00 20.00 10.00 20.81 .1-128 20.81 J-128 . J-39 true true 4,972.27 20.00 20.00 10.00 20.38 J-38 20.38 J-38 J-40 true true 3,822.78 20.00 20.00 10.00 20.74 J-41 20.74 J-41 . .1-41 true true 3,833.89 20.00 20.00 10.00 20.41 J-40 20.41 J-40 . .1-42 true true 5,000.00 20.00 29.83 10.00 31.42 J-43 31.42 J 43 J-43 true true 5,000.00 20.00 30.71 10.00 31.03 J-42 31.03 J-42 . J-44 true true 3,958.65 20.00 26.44 10.00 10.00 J-291 10.00 J-291 J-45 true true 3,961.48 20.00 25.77 10.00 10.00 J-291 10.00 J-291 J-46 true true 3,729.97 20.00 20.00 10.00 20.29 J-47 20.29 .1-47 5 J-47 true true 3,713.16 20.00 20.00 10.00 20.23 J-81 20.23 J-81 , . J-48 true true 3,571.39 20.00 41.17 10.00 10.00 J-291 10.00 J-291 J-49 true true 3,577.32 203)0 40.78 10.00 10.00 J-291 10.00 J-291 . .1-50 true true 5,000.00 20.00 44.96 10.00 30.18 J-409 30.18 .1-409 .1-51 true true 5,000.00 20.00 48.86 10.00 33.99 J-409 33.99 J-409 .1-52 true true 3,771.31 20.00 31.94 10.00 10.00 J-291 10.00 J-291 5 J-53 true true 3,773.30 20.00 32.50 10.00 10.00 J-291 10.00 .1-291 J-54 true true 3,729.66 20.00 25.88 10.00 10.00 .1-291 10.00 J-291 J-55 true true 3,728.85 20.00 26.41 10.00 10.01 J-291 10.01 J-291 5 .1-56 true true 3,454.32 20.00 20.00 10.00 20.85 FH 49 20.85 FH 49 J-57 true true 3,467.18 20.00 20.00 10.00 19.92 FH 49 19.92 FH 49 5 J-58 true true 4,284.66 20.00 28.20 10.00 10.00 J-291 10.00 J-291 . J-59 true true 4,262.21 20.00 27.39 10.00 10.00 .1-291 10.00 J-291 J-60 true true 3,888.07 20.00 20.00 10.00 20.13 J-61 20.13 .1-61 III J-61 true true 3,846.41 20.00 20.00 10.00 20.25 J-88 20.25 J-88 S J-62 true true 3,959.74 20.00 20.00 10.00 21.33 J-63 21.33 J-63 •J-63 true true 3,989.26 20.00 20.00 10.00 20.26 .1-62 20.26 .1-62 5 J-64 true true 5,000.00 20.00 48.05 10.00 40.62 J-291 40.62 J-291 J-65 true true_ 5,000.00 20.00 51.55 10.00 41.56 J-291 41.56 J-291 5 Title:Waterfront Project Engineer r\.\water cad\stormcad model(may 17).wcd WaterCAD v7.0[07.00.049.00 . 05/21/07 16:28:29 C Bentley Systems,Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755-1666 Page 3 of 1( IP Scenario: Base Fire Flow Analysis Fire Flow Report • • Label Fire Flow Satisfies Available Residual Calculated Minimum Zone Calculated Minimum Calculated Minimum • Balanced? Fire Flow Fire Pressure Residual Pressure Minimum Zone Minimum System Constraints? Flow (psi) Pressure (psi) Zone Junction System Junction . (9pm) (psi) Pressure Pressure (psi) (psi) • J-66 true true 3,684.13 20.00 37.83 10.00 10.00 J-291 10.00 J-291 • J-67 true true 3,690.35 20.1)0 37.87 10.00 10.00 J-291 10.00 J-291 J-68 true true 5.000.00 20.00 25.60 10.00 26.76 J-69 26.76 J-69 . J-69 true true 5,000.00 20.00 25.43 10.00 26.83 J-68 26.83 J-68 . J-70 true true 3,412.38 20.00 57.12 10.00 10.00 J-291 10.00 J-291 J-71 true true 3,391.68 20.00 57.92 10.00 10.00 J-291 10.00 J-291 5 J-72 true true 2,272.56 20.00 20.00 10.00 18.92 J-400 18.92 J-400 . J-73 true true 2,241.50 20.00 20.00 10.00 19.82 J-250 19.82 J-250 J-74 true true 3,579.88 20.00 20.00 10.00 19.91 FH 25 19.91 FH 25 • J-75 true true 3,595.63 20.00 20.00 10.00 20.38 FH 25 20.38 FH 25 . J-76 true true 3,952.13 20.00 26.36 10.00 10.00 J-291 10.00 J-291 J-77 true true 3,740.19 20.00 26.08 10.00 10.00 J-291 10.00 J-291 • J-78 true true 3,740.23 20.00 26.08 10.00 10.00 J-291 10.00 J-291 J-79 true true 4,405.16 20.00 20.00 10.00 20.32 J-80 20.32 J-80 • J-80 true true 4,301.89 20.00 20.00 10.00 21.47 J-350 21.47 J-350 • J-81 true true 3,683.75 20.00 20.00 10.00 21.32 J-331 21.32 J-331 J-82 true true 5,000.00 20.00 38.11 10.00 16.13 J-291 16.13 J-291 • J-83 true true 5,000.00 20.00 35.65 10.00 13.75 J-291 13.75 J-291 • J-84 true true 2,832.51 20.00 20.02 10.00 19.93 FH 13 19.93 FH 13 J-85 true true 2,855.54 20.00 20.02 10.00 19.73 J-377 19.73 J-377 • J-86 true true 3,730.29 20.00 32.08 10.00 10.00 J-291 10.00 J-291 • J-87 true true 3,734.32 20.00 32.87 10.00 10.00 J-291 10.00 J-291 •J-88 true true 3,772.29 20.00 20.00 10.00 20.24 J-89 20.24 J-89 • J-89 true true 3,730.72 20.00 20.00 10.00 20.82 FH 27 20.82 FH 27 • J-90 true true 3,945.30 20.00 26.44 10.00 10.00 J-291 10.00 J-291 J-91 true true 2,746.55 20.00 20.00 10.00 19.49 J-409 19.49 J-409 • J-92 true true 2,768.70 20.00 20.00 10.00 18.60 J-409 18.60 J-409 J-93 true true 2,700.13 20.00 20.00 10.00 19.91 RI 10 19.91 FH 10 • J-94 true true 2,700.65 20.00 20.00 10.00 20.74 FH 10 20.74 FH 10 • J-95 truetrue 3,901.73 20.00 33.52 10.00 10.00 J-291 10.00 J-291 J-96 true true 3,897.46 20.00 32.53 10.00 10.00 J-291 10.00 J-291 • J-97 true true 4,028.81 20.00 20.02 10.00 19.93 FH 24 19.93 FH 24 • J-98 truetrue 4,088.56 20.00 20.02 10.00 19.72 J-361 19.72 J-361 J-99 true true 2,675.88 20.1)0 20.00 10.00 19.27 J-216 19.27 J-216 • J-100 true true 2,691.49 20.00 20.00 10.00 18.35 FH 11 18.35 FH 11 • J-101 true true 3,985.68 20.00 25.48 10.00 10.00 J-291 10.00 J-291 J-102 true true 3,991.10 20.00 26.58 10.00 10.00 J-291 10.00 J-291 5 J-103 true true 3,908.41 20.00 20.02 10.00 11.15 J-291 11.15 J-291 • J-104 true true 3,948.11 20.00 20.02 10.00 10.39 J-291 10.39 J-291 J-105 true true 3,693.60 20.00 36.15 10.00 10.00 J-291 10.00 J-291 • J-106 true true 2,626.23 20.00 20.00 10.00 19.92 FH 11 19.92 Fry 11 • J-107 true true 4,893.22 20.00 20.01 10.00 19.92 FH 21 19.92 FH 21 J-108 true true 4,841.70 20.00 20.01 10.00 20.80 J-361 20.80 J-361 • J-109 true true 5,000.00 20.00 45.72 10.00 41.56 J-291 41.56 J-291 IllJ-110 true true 5,000.00 20.00 44.88 10.00 41.56 J-291 41.56 J-291 J-111 true true 2.618.82 20.00 20.00 10.00 20.87 J-112 20.87 J-112 5 J-112 true true 2,633.58 20.00 20.00 10.00 20.12 J-111 20.12 J-111 J-113 true true 4,024.82 20.00 32.82 10.00 10.00 J-291 10.00 J-291 • J-114 true true 5,000.00 20.00 46.60 10.00 41.55 J-291 41.55 J-291 • •,I-115 true true 3,808.11 20.00 36.84 10.00 10.00 J-291 10.00 J-291 J-116 true true 3,778.01 20.00 36.93 10.00 10.00 J-291 10.00 J-291 • • Title:Waterfront Project Engineer r.\...\water cad\stormcad model(may 17).wcd WaterCAO v7.0(07.00.049.00 • 05/21/07 16:28:29 ©Bentley Systems,Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755-1666 Page 4 of 1i • Scenario: Base II Fire Flow Analysis Fire Flow Report ▪ • Label Fire Flow Satisfies Available Residual Calculated Minimum Zone Calculated Minimum Calculated Minimum • Balanced? Fire Flow Fire Pressure Residual Pressure Minimum Zone Minimum System Constraints? Flow (psi) Pressure (psi) Zone Junction System Junction • (gpm) (psi) Pressure Pressure (Psi) (Psi) • J-117 true true 5,000.00 20.00 35.89 10.00 32.74 J-291 32.74 J-291 • J-118 true true 5,000.00 20.00 38.39 10.00 32.71 J-291 32.71 J-291 J-119 true true 3,615.91 20.00 40.18 10.00 10.00 J-291 10.00 J-291 . J-120 true true 3,578.88 20.00 39.95 10.00 10.00 J-291 10.00 J-291 • J-121 true true 3,740.06 20.00 28.49 10.00 10.00 J-291 10.00 J-291 J-122 true true 3,740.04 20.00 27.73 10.00 10.00 J-291 10.00 J-291 . J-123 true true 4.019.51 20.00 28.17 10.00 10.00 J-291 10.00 J-291 • J-124 true true 4,008.05 20.00 27.54 10.00 10.00 J-291 10.00 J-291 J-125 true true 3,982.12 20.00 20.35 10.00 10.01 J-291 10.01 J-291 • J-126 true true 3,944.44 20.00 20.02 10.00 10.68 J-291 10.68 J-291 . J-127 true true 5,000.00 20.00 21.18 10.00 21.85 J-39 21.85 J-39 J-128 true true 4,864.40 20.00 20.00 10.00 22.19 FH 35A 22.19 FH 35A • J-129 true true 4,650.15 20.00 32.91 10.00 10.00 J-291 10.00 J-291 . J-130 true true 4,567.93 20.00 31.21 10.00 10.00 J-291 10.00 J-291 J-131 true true 2,429.66 20.00 20.00 10.00 19.50 J-409 19.50 J-409 • J-132 true true 2,446.55 20.00 20.00 10.00 18.56 J-409 18.56 J-409 J-133 true true 4,388.25 20.00 20.01 10.00 19.94 FH 19 19.94 FH 19 . J-134 true true 4,390.14 20.00 20.01 10.00 21.37 FH 19 21.37 FH 19 • J-135 true true 3,720.55 20.00 35.87 10.00 10.00 J-291 10.00 J-291 J-136 true true 3,723.06 20.00 36.94 10.00 10.00- J-291 10.00 J-291 • J-137 true true 2,792.30 20.00 20.00 10.00 20.21 J-139 20.21 J-139 • J-138 true true 2,809.91 20.00 20.00 10.00 20.20 J-137 20.20 J-137 •J-139 true true 2,775.78 20.00 20.00 10.00 20.22 J-140 20.22 J-140 • J-140 true true 2,759.62 20.00 20.02 10.00 21.05 J-139 21.05 J-139 • J-141 true true 3,885.88 20.00 29.58 10.00 10.00 J-291 10.00 J-291 J-142 true true 3,894.89 20.00 28.81 10.00 10.00 J-291 10.00 J-291 • .1-143 true true 3,773.21 20.00 29.89 10.00 10.00 J-291 10.00 J-291 • J-144 true true 4,045.93 20.00 20.00 10.00 10.43 J-291 10.43 J-291 J-145 true true 4,003.52 20.00 20.00 10.00 11.09 J-291 11.09 J-291 • J-146 true true 5,000.00 20.00 31.90 10.00 32.69 J-147 32.69 J-147 J-147 true true 5,000.00 20.00 29.98 10.00 32.85 J-291 32.85 J-291 • .1-148 true true 4,079.75 20.00 32.49 10.00 10.00 J-291 10.00 J-291 • J-149 true true 4,070.79 20.00 31.98 10.00 10.00 J-291 10.00 J-291 J-150 true true 4,107.82 20.00 30.14 10.00 10.00 J-291 10.00 J-291 • J-151 true true 2,928.12 20.00 20.02 10.00 19.29 J-377 19.29 J-377 • J-152 true true 2,957.21 20.00 20.02 10.00 19.39 J-377 19.39 J-377 J-153 true true 3,800.99 20.00 20.00 10.00 20.69 J-160 20.69 J-160 • J-154 true true 2,988.98 20.00 20.02 10.00 19.46 J-377 19.46 J-377 • J-155 true true 3,731.38 20.00 29.69 10.00 10.00 J-291 10.00 J-291 J-156 true true 3,730.04 20.00 30.22 10.00 10.00 J-291 10.00 J-291 • J-157 true true 5,000.00 20.00 51.67 10.00 34.71 J-291 34.71 J-291 • J-158 true true 5,000.00 20.00 48.27 10.00 34.56 J-291 34.56 J-291 J-159 true true 3,024.24 20.00 20.01 10.00 19.47 J-377 19.47 .1-377 • J-160 true true 3,747.33 20.00 20.00 10.00 22.05 J-153 22.05 J-153 • J-161 We true 3,448.05 20.00 20.00 10.00 20.48 J-162 20.48 J-162 J-162 true true 3,412.99 20.00 20.00 10.00 21.83 J-161 21.83 J-161 • J-163 true true 2,899.27 20.00 20.02 10.00 19.16 J-377 19.16 J-377 • J-164 true true 4,020.38 20.00 20.43 10.00 10.00 .1-291 10.00 J-291 •J-165 true true 4,008.99 20.00 20.58 10.00 10.00 J-291 10.00 J-291 • J-166 true true 3,245.10 20.00 20.01 10.00 18.97 J-377 18.97 J-377 • J-167 true true 2,594.22 20.00 20.00 10.00 20.53 J-168 20.53 J-168 • Title:Waterfront Project Enginee r\..\water cad\stormcad model(may 17).wcd WaterCAD v7.0(07.00.049.0 • 05/21/07 16:28:29 ©Bentley Systems,Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755-1666 Page 5 of' IP Scenario: Base Fire Flow Analysis Fire Flow Report • Label Fire Flow Satisfies Available Residual Calculated Minimum Zone Calculated Minimum Calculated Minimum 5 Balanced? Fire Flow Fire Pressure Residual Pressure Minimum Zone Minimum System Constraints? Flow (psi) Pressure (psi) Zone Junction System Junction 5 (gpm) (psi) Pressure Pressure (psi) (psi) J-168 true true 2,584.30 20.00 20.00 10.00 20.78 .1-167 20.78 J-167 • J-169 true true 3,883.60 20.00 20.00 10.00 12.03 J-291 12.03 J-291 J-170 true true 3,852.00 20.00 20.00 10.00 12.53 J-291 12.53 J-291 . J-171 true true 3,798.27 20.00 20.02 10.00 13.27 J-291 13.27 J-291 • J-172 true true 3,802.58 20.00 20.02 10.00 13.17 J-291 13.17 J-291 J-173 true true 3,686.04 20.00 20.00 10.00 19.93 FH 38 19.93 FH 38 J-174 true true 3,698.78 20.00 20.00 1000 20.89 FH 38 20.89 FH 38 . J-175 true true 3,497.46 20.00 20.00 10.00 19.94 FH 41 19.94 FH 41 J-176 true true 3,556.20 20.00 20.00 10.00 21.39 J-300 21.39 J-300 • J-177 true true 3,739.23 20.00 31.64 10.00 10.00 J-291 10.00 J-291 . J-178 true true 5,000.00 20.00 34.59 10.00 31.42 J-400 31.42 J-400 J-179 true true 5,000.00 20.00 34.04 10.00 30.70 J-400 30.70 J-400 • J-180 true true 3,740.11 20.00 26.32 10.00 10.00 J-291 10.00 J-291 . J-181 true true 5,000.00 20.00 29.65 10.00 29.56 FH 36 29.56 FH 36 J-182 true true 5,000.00 20.00 33.54 10.00 29.99 J-400 29.99 J-400 • J-183 true true 5,000.00 20.00 33.05 10.00 29.30 J-400 29.30 J-400 .1-184 true true 3,795.24 20.00 20.00 10.00 13.52 J-291 13.52 J-291 . J-185 true true 3,757.84 20.00 20.00 10.00 14.11 J-291 14.11 J-291 • .1-186 true true 5,000.00 20.00 29.14 10.00 32.86 FH 18 32.86 FH 18 .1-187 true true 3,779.14 20.00 34.28 10.00 10.00 J-291 10.00 J-291 J-188 true true 3,775.92 20.00 32.88 10.00 10.00 .1-291 10.00 J-291 • J-189 •J-190 true true 3,538.49 20.00 20.00 10.00 20.60 F1-144 20.60 FH 44 true true 3,740.05 20.00 26.84 10.00 10.00 J-291 10.00 J-291 • .1-191 true true 3,739.88 20.00 29.47 10.00 10.00 J-291 10.00 J-291 . .1-192 true true 3,739.65 20.00 28.29 10.00 10.00 J-291 10.00 J-291 J-193 true true 3,809.46 20.00 34.48 10.00 10.00 J-291 10.00 J-291 • J-194 true true 3,818.60 20.00 36.94 10.00 10.00 .1-291 10.00 .1-291 . J-195 true true 2,915.29 20.00 20.00 10.00 17.69 J-400 17.69 .1-400 J-196 true true 3,725.75 20.00 34.86 10.00 10.00 .1-291 10.00 J-291 • J-197 true true 3,727.78 20.00 33.57 10.00 10.00 J-291 10.00 J-291 . J-198 true true 3,739.37 20.00 27.44 10.00 10.00 J-291 10.00 J-291 .1-199 true true 4,220.25 20.00 25.95 10.00 10.00 J-291 10.00 J-291 • J-200 true true 4,186.21 20.00 24.90 10.00 10.00 J-291 10.00 .1-291 5 J-201 true true 3,723.58 20.00 31.00 10.00 10.00 J-291 10.00 .1-291 .1-202 true true 3,740.06 20.00 31.09 10.00 10.00 J-291 10.00 J-291 • .1-203 true true 4,045.27 20.00 32.24 10.00 10.00 J-291 10.00 J-291 J-204 true true 3,740.24 20.00 29.35 10.00 10.00 .1-291 10.00 J-291 J-205 true true 3,730.92 20.00 20.00 10.00 20.67 .1-161 20.67 J-161 • J-206 true true 3,722.39 20.00 20.00 10.00 19.91 FH 43 19.91 FH 43 J-207 true true 3,724.35 20.00 33.46 10.00 10.00 J-291 10.00 J-291 • J-208 true true 3,722.80 20.00 31.50 10.00 10.00 J-291 10.00 J-291 . J-209 true true 3,766.85 20.00 30.95 10.00 10.00 J-297 10.00 J-291 J-210 true true 3,764.18 20.00 31.12 10.00 10.00 J-291 10.00 .1-291 • J-211 true true 3,697.15 20.00 36.50 10.00 10.00 J-291 10.00 J-291 . J-212 true true 3,760.60 20.00 20.01 10.00 11.16 J-409 11.16 J-409 J-213 true true 3,642.52 20.00 20.02 10.00 11.86 J-409 11.86 J-409 • J-214 true true 4,587.99 20.00 20.01 10.00 19.92 FH 28 19.92 FH 28 . .1-215 true true 2,604.51 20.00 20.00 10.00 20.88 .1-283 20.88 J-283 •J-216 true true 2,616.44 20.00 20.00 10.00 20.59 J-215 20.59 J-215 • J-217 true true 3,794.50 20.00 28.81 10.00 10.00 J-291 10.00 J-291 J-218 true true 3,797.51 20.00 29.88 10.00 10.00 .1-291 10.00 J-291 . Title:Waterfront Project Engineer c\...\water cad\stormcad model(may 17).wcd WaterCAD v7.0[07.00.049.01 0 05/21/07 16:28:29 ®Bentley Systems,Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755-1666 Page 6 of 1 Scenario: Base Fire Flow Analysis Fire Flow Report ;▪ . Label Are Flow Satisfies Available Residual Calculated Minimum Zone Calculated Minimum Calculated Minimum Balanced? Fire Flow Fire Pressure Residual Pressure Minimum Zone Minimum System Constraints? Flow (psi) Pressure (psi) Zone Junction System Junction . (gpm) (psi) Pressure Pressure (Psi) (Psi) ID J-219 true true 3,794.26 20.00 20.00 10.00 21.05 FH 37 21.05 FH 37 . J-220 true true 3,756.03 20.00 20.00 10.00 19.91 FH 37 19.91 FH 37 J-221 true true 2,629.78 20.00 20.00 10.00 20.56 FH 11 20.56 FH 11 . J-222 true true 2,634.91 20.00 20.00 10.00 20.59 J-221 20.59 J-221 . J-223 true true 3,612.10 20.00 20.00 10.00 18.60 J-291 18.60 J-291 J-224 true true 3,557.15 20.00 20.00 10.00 19.65 J-291 19.65 J-291 J-225 true true 3,746.70 20.00 35.06 10.00 10.00 J-291 10.00 J-291 . J-226 true true 5,000.00 20.00 39.89 10.00 37.72 J-400 37.72 J-400 J-227 true true 5,000.00 20.00 32.67 10.00 32.58 FH 35B 32.58 FH 35B J-228 true true 3,961.38 20.00 30.20 10.00 10.00 .1-291 10.00 J-291 . J-229 truetrue 3,960.69 20.00 30.50 10.00 10.00 J-291 10.00 J-291 J-230 true true 2,785.72 20.00 20.02 10.00 21.07 J-376 21.07 J-376 . J-231 true true 2,813.78 20.00 20.02 10.00 20.35 J-230 20.35 J-230 . J-232 true true 3,593.17 20.00 39.87 10.00 10.00 J-291 10.00 J-291 J-233 true true 5,000.00 20.00 57.89 10.00 35.12 J-291 35.12 J-291 . .1-234 true true 3,673.58 20.00 20.00 10.00 19.93 FH 27 19.93 FH 27 J-235 true true 2,956.52 20.00 20.02 10.00 19.93 FH 2 19.93 FH 2 . J-236 true true 2,998.10 20.00 20.02 10.00 19.26 J-374 19.26 .1-374 . J-237 true true 3,954.38 20.00 28.87 10.00 10.00 J-291 10.00 J-291 J-238 true true 3,904.84 20.00 31.27 10.00 10.00 J-291 10.00 J-291 . J-239 true true 4,867.57 20.00 20.01 10.00 19.93 FH 28 19.93 FH 28 J-240 true true 2,772.76 20.00 20.00 10.00 17.88 J-400 17.88 J-400 •J-241 true true 2,665.34 20.00 20.00 10.00 18.05 J-400 18.05 J-400 • J-242 true true 2,568.46 20.00 20.00 10.00 18.22 J-400 18.22 J-400 . J-243 We true 3,319.86 20.00 20.00 10.00 19.92 FH 47 19.92 FH 47 J-244 true true 3,307.01 20.00 20.00 10.00 21.42 FH 47 21.42 FH 47 • J-245 true true 3,521.45 20.00 20.00 10.00 20.36 .1-291 20.36 J-291 . J-246 true true 4,052.36 20.00 30.37 10.00 10.00 J-291 10.00 J-291 .1-247 true true 5,000.00 20.00 43.49 10.00 34.48 J-291 34.48 J-291 • .1-248 true true 5,000.00 20.00 39.92 10.00 34.50 J-291 34.50 J-291 • J-249 true true 2,663.33 20.00 20.00 10.00 18.34 J-409 18.34 J-409 J-250 true true 2,177.11 20.00 20.00 10.00 22.52 J-73 22.52 J-73 5 J-251 true true 3,836.60 20.00 28.73 10.00 10.00 J-291 10.00 J-291 J-252 true true 3,840.20 20.00 27.26 10.00 10.00 J-291 10.00 J-291 • J-253 true true 3,730.06 20.00 32.47 10.00 10.00 J-291 10.00 J-291 • J-254 true true 3,708.79 20.00 20.00 10.00 21.57 J-255 21.57 J-255 J-255 true true 3,711.57 20.00 20.00 10.00 21.97 J-254 21.97 J-254 • J-256 true true 3,720.67 20.00 28.57 10.00 10.00 J-291 10.00 J-291 • J-257 true true 3,719.17 20.00 27.62 10.00 10.00 J-291 10.00 J-291 J-258 true true 3,727.76 20.00 31.35 10.00 10.00 J-291 10.00 J-291 J-259 true true 3,506.95 20.00 20.00 10.00 20.73 J-291 20.73 J-291 • J-260 true true 3,520.59 20.00 39.72 10.00 10.00 J-291 10.00 J-291 J-261 true true 3468.75 20.00 39.76 10.00 10.00 J-291 10.00 J-291 • J-262 true true 3,890.16 20.00 30.92 10.00 10.00 J-291 10.00 J-291 • .1-263 hue true 3,896.66 20.00 20.00 10.00 19.91 FH 42 19.91 FH 42 J-264 true true 3,462.43 20.00 54.95 10.00 10.00 .1-291 10.00 J-291 • J-265 true true 3,909.62 20.00 27.79 10.00 10.00 J-291 10.00 J-291 all J-266 true true 4,414.51 20.00 20.01 10.00 19.19 .1-267 19.19 J-267 •J-267 true true 4,012.88 20.00 20.02 10.00 28.61 J-266 28.61 J-266 • J-268 true true 3,924.58 20.00 27.00 10.00 10.00 J-291 10.00 J-291 • J-269 true true 4,398.56 20.00 20.01 10.00 22.14 FH 19 22.14 FH 19 • Title:Waterfront Project Engineer r:\...\water cad stormcad model(may 1 7).wcd WaterCAD v7.0(07.00.049.O • 05/21/07 16:28:29 O Bentley Systems,Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755-1666 Page 7 of 1 Scenario: Base Fire Flow Analysis Fire Flow Report • • Label Fire Flow Satisfies Available Residual Calculated Minimum Zone Calculated Minimum Calculated Minimum . Balanced? Fire Flow Fire Pressure Residual Pressure Minimum Zone Minimum System Constraints? Flow (psi) Pressure (psi) Zone Junction System Junction . (gpm) (psi) Pressure Pressure (psi) (psi) • J-270 true true 3,709.32 20.00 20.00 10.00 21.59 J-254 21.59 J-254 • J-271 true true 3,760.76 20.00 31.84 10.00 10.00 J-291 10.00 J-291 J-272 true true 3,499.03 20.00 20.00 10.00 21.06 J-291 21.06 J-291 • .1-273 true true 3,502.65 20.00 20.00 10.00 21.05 J-291 21.05 J-291 • J-274 true true 3,500.47 20.00 20.00 10.00 20.95 J-291 20.95 J-291 J-275 true true 3,533.96 20.00 20.00 10.00 21.98 J-291 21.98 .1-291 • J-276 true true 3,563.00 20.00 20.00 10.00 21.54 J-275 21.54 J-275 • J-277 true true 3,571.68 20.00 20.00 10.00 19.91 FH 45 19.91 FH 45 J-278 true true3,079.94 20.00 20.01 10.00 19.55 J-374 19.55 J-374 • J-279 true true 3,144.88 20.00 20.01 10.00 19.73 J-374 19.73 J-374 .1-280 true true 2,467.52 20.00 20.00 10.00 18.40 .1-400 18.40 J-400 • .1-281 true true 3,336.44 20.00 41.37 10.00 10.00 J-291 10.00 J-291 • J-282 true true 3,391.07 20.00 40.50 10.00 10.00 J-291 10.00 J-291 J-283 true true 2,596.84 20.00 20.00 10.00 21.03 J-215 21.03 J-215 . J-284 true true 3,604.00 20.00 20.00 10.00 21.53 J-276 21.53 .1-276 • .1-285 true true 3,713.48 20.00 20.00 10.00 21.64 .1-270 21.64 .1-270 J-286 true true 3,660.62 20.00 20.00 10.00 21.29 J-291 21.29 J-291 • J-287 true true 5,000.00 20.00 61.63 10.00 40.79 J-291 40.79 J-291 • J-288 true true 3,857.85 20.00 24.15 10.00 10.00 J-291 10.00 J-291 J-289 true true 3,862.40 20.00 24.89 10.00 10.00 .1-291 10.00 J-291 • .1-290 true true 3,770.64 20.00 31.28 10.00 10.00 J-291 10.00 .1-291 • J-291 true true 2,576.10 20.00 20.00 10.00 58.61 .1-409 58.61 J-409 �J-292 true true 3,064.31 20.00 50.01 10.00 10.00 J-291 10.00 .1-291 • .1-293 true true 3,721.32 20.00 20.00 10.00 22.23 J-255 22.23 J-255 J-294 true true 5,000.00 20.00 32.34 10.00 28.26 .1-400 28.26 J-400 • .1-295 true true 3,740.32 20.00 26.48 10.00 10.00 J-291 10.00 J-291 • J-296 true true 3,740.33 20.00 27.55 10.00 10.00 J-291 10.00 J-291 .1-297 true true 3,71034 20.00 34.53 10.00 10.00 J-291 10.00 J-291 • J-298 true true 3,716.26 20.00 34.59 10.00 10.00 J-291 10.00 J-291 • J-299 true true 3,853.87 20.00 23.83 10.00 10.00 .1-291 10.00 J-291 J-300 true true 3,524.66 20.00 20.00 10.00 22.53 .1-176 22.53 J-176 • J-301 true true 3,629.77 20.00 38.29 10.00 10.00 .1-291 10.00 J-291 • J-302 true true 3,650.07 20.00 37.81 10.00 10.00 J-291 10.00 J-291 .1-303 true true 3,729.12 20.00 20.00 10.00 14.50 .1-291 14.50 J-291 • J-304 true true 3,890.77 20.00 20.00 10.00 11.96 J-291 11.96 J-291 • J-305 true true 3,727.86 20.00 28.78 10.00 10.00 .1-291 10.00 J-291 J-306 true true 3,725.53 20.00 32.80 10.00 10.00 J-291 10.00 J-291 • J-307 true true 5,000.00 20.00 37.26 10.00 32.93 .1-291 32.93 J-291 • J-308 true true 3,781.26 20.00 20.00 10.00 23.08 .1-174 23.08 J-174 J-309 true true 3,842.62 20.00 20.00 10.00 21.32 J-308 21.32 .1-308 • J-310 true true 3,515.83 20.00 20.00 10.00 21.71 FH 40 21.71 FH 40 • J-311 truetrue 3,489.85 20.00 20.00 10.00 19.91 FH 40 19.91 FH 40 J-312 true true 2,716.88 20.00 20.00 10.00 18.38 .1-409 18.38 J-409 • J-313 true true 3,672.47 20.00 20.00 10.00 22.57 FH 38 22.57 FH 38 • J-314 true true 3,826.95 20.00 33.17 10.00 10.00 J-291 10.00 J-291 J-315 true true 3,088.70 20.00 54.08 10.00 10.00 J-291 10.00 J-291 • .1-316 true true 3,716.16 20.00 27.00 10.00 10.00 .1-291 10.00 J-291 • J-317 true true 3,713.25 20.00 27.20 10.00 10.00 J-291 10.00 J-291 •J-318 true true 4,749.17 20.00 20.00 10.00 19.91 FH 35A 19.91 FH 35A • J-319 true true 4,28330 20.00 24.17 10.00 10.00 J-409 10.00 J-409 • .1-320 true true 4,954.47 20.00 24.44 10.00 10.00 J-409 10.00 J-409 • Title:Waterfront Project Enginee r:1...\water carkstormrad model(may 17).wcd WaterCAD v7.0[07_00.049.C • 05/21/07 16:28:29 Ci Bentley Systems,Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755-1666 Page 8 of a Scenario: Base Fire Flow Analysis ID Fire Flow Report • • Label Fire Flow Satisfies Available Residual Calculated Minimum Zone Calculated Minimum Calculated Minimum 5 Balanced? Fire Flow Fire Pressure Residual Pressure Minimum Zone Minimum System Constraints? Flow (psi) Pressure (psi) Zone Junction System Junction . (gpm) (psi) Pressure Pressure (Psi) (psi) IIII J-321 true true 4,717.26 20.00 20.01 10.00 19.92 FH 20 19.92 FH 20 . J-322 true true 4,931.56 20.00 20.01 10.00 19.01 J-365 19.01 J-365 J-323 true true 4,141.16 20.00 23.78 10.00 10.00 J-291 10.00 J-291 . J-324 true true 3,707.30 20.00 28.89 10.00 10.00 J-291 10.00 J-291 . J-325 true true 3,678.45 20.00 20.01 10.00 10.57 J-291 10.57 J-291 J-326 true true 2,565.25 20.00 20.00 10.00 18.60 J-409 18.60 J-409 . J-327 true true 3,293.12 20.00 20.00 10.00 22.41 J-328 22.41 J-328 • J-328 true true 3,298.68 20.00 20.00 10.00 21.57 J-327 21.57 J-327 J-329 true true 5,000.00 20.00 47.46 10.00 33.12 J-291 33.12 J-291 • .1-330 true true 5,000.00 20.00 25.38 10.00 25.75 J-365 25.75 J-365 .1-331 true true 3,611.71 20.00 20.00 10.00 22.89 .1-18 22.89 J-18 • J-332 true true 2,496.54 20.00 20.00 10.00 18.61 J-409 18.61 J-409 • .1-333 true true 4,442.04 20.00 20.01 10.00 23.06 J-269 23.06 .1-269 J-334 true true 3,722.45 20.00 20.00 10.00 14.50 J-291 14.50 J-291 • J-4.35 true true 5,000.00 20.00 35.27 10.00 33.88 J-291 33.88 J-291 • J-336 true true 4,462.25 20.00 20.01 10.00 22.94 FH 23 22.94 FH 23 .1-337 true true 3,739.11 20.00 30.07 10.00 10.00 J-291 10.00 J-291 • .1-338 true true 3,735.15 20.00 29.29 10.00 10.00 J-291 10.00 J-291 • .1-339 true true 5,000.00 20.00 49.69 10.00 32.53 J-291 32.53 J-291 .1-340 true true 3,534.40 20.00 20.00 10.00 19.61 J-291 19.61 J-291 • .1-341 true true 5,000.00 20.00 24.31 10.00 25.82 FH 21 25.82 FH 21 SJ-342 true true 2,389.49 20.00 20.00 10.00 21.93 J-409 21.93 J-409 343 true true 3,353.98 20.00 20.00 10.00 18.22 J-400 18.22 J-400 • J-344 true true 3,355.30 20.00 20.00 10.00 22.43 FH 47 22.43 FH 47 • .1-345 true true 3,761.53 20.00 30-01 10.00 10.00 J-291 10.00 J-291 J-346 true true 3,750.75 20.00 29.93 10.00 10.00 J-291 10.00 J-291 5 J-347 true true 4,092.07 20.00 24.05 10.00 10.00 .1-291 10.00 .1-291 J-348 true true 5,000.00 20.00 65.39 10.00 44.13 .1-291 44.13 .1-291 • J-349 true true 5,000.00 20.00 64.18 10.00 43.00 .1-291 43.00 .1-291 • J-350 true true 3,982.78 20.00 20.00 10.00 22.46 J-219 22.46 J-219 .1-351 true true 3,976.32 20.00 23.47 10.00 10.00 J-291 10.00 .1-291 • J-352 true true 3,661.32 20.00 20.02 10.00 17.07 J-291 17.07 J-291 • J-353 true true 3,395.01 20.00 20.00 10.00 22.38 J-291 22.38 J-291 J-354 true true 3,773.67 20.00 20.00 10.00 24.25 .1-6 24.25 J-6 J-355 true true 3,531.65 20.00 44.12 10.00 10.00 J-291 10.00 J-291 • J-356 true true 3,232.86 20.00 43.84 10.00 10.00 J-291 10.00 J-291 J-357 true true 3,942.74 20.00 23.00 10.00 10.00 J-291 10.00 .1-291 • J-358 true true 3,924.76 20.00 30.99 10.00 10.00 .1-291 10.00 J-291 • J-359 true true 3,788.03 20.00 27.57 10.00 10.00 J-291 10.00 J-291 J-360 true true 3,734.35 20.00 32.04 10.00 10.00 J-291 10.00 J-291 • J-361 true true 3,485.80 20.00 20.00 10.00 33.03 J-98 33.03 J-98 • .1-362 true true3,736.70 20.00 30.94 10.00 10.00 J-291 10.00 J-291 J-363 true true 3,319.55 20.00 20.00 10.00 19.91 F1-148 19.91 FH 48 • J-364 true true 3,607.47 20.00 20.00 10.00 22.98 .1-310 22.98 .1-310 • J-365 true true 3,941.50 20.00 20.02 10.00 37.55 J-322 37.55 J-322 J-366 truetrue 5,000.00 20.00 75.77 10.00 50.25 .1-291 50.25 J-291 • .1-367 true true 5,000.00 20.00 71.57 10.00 48.24 J-291 48.24 J-291 J-368 true true 3,846.84 20.00 24.76 10.00 10.00 J-291 10.00 J-291 • •J-369 true true 3,704.69 20.00 28.88 10.00 10110 J-291 10.00 J-291 • J-370 true true 3,581.64 20.00 48.26 10.00 10.00 J-291 10.00 J-291 • J-371 true true 3,737.90 20.00 27.31 10.00 10.00 J-291 10.00 J-291 • Title:Waterfront Project Enginee r:\...\water cad\stonncad model(may 17).wcd WaterCAD v7.0[07.00.049.0 • 05/21/07 16:28:29 0 Bentley Systems,Inc. Haestad Methods Solution Center Watertown,CT 06795 USA 4-1-203-755-1666 Page 9 of Scenario: Base Ill Fire Flow Analysis • Fire Flow Report II • , Label Fire Flow Satisfies Available Residual Calculated Minimum Zone Calculated Minimum Calculated Minimum . Balanced? Fire Flow Fire Pressure Residual Pressure Minimum Zone Minimum System Constraints? Flow (psi) Pressure (psi) Zone Junction System Junction . (gpm) (psi) Pressure Pressure (Psi) (Psi) IIII J-372 true true 5,000.00 20.00 54.59 10.00 30.62 J-291 30.62 J-291 • J-373 true true 3,739.78 20.00 35.93 10.00 10.00 J-291 10.00 J-291 J-374 true true 2,658.09 20.00 20.00 10.00 29.63 J-342 29.63 J-342 • J-375 true true 3,804.72 20.00 20.01 10.00 14.59 J-342 14.59 J-342 . J-376 true true 2,711.17 20.00 20.00 10.00 21.19 FH 3 21.19 FH 3 J-377 true true 2,539.57 20.00 20.00 10.00 30.23 FH 13 30.23 FH 13 • J-378 true true 3,552.88 20.00 20.03 10.00 13.34 J-291 13.34 J-291 • J-379 true true 2,662.37 20.00 20.00 10.00 19.91 FH 8 19.91 FH 8 J-380 true true 2,728.58 20.00 20.00 10.00 20.87 FH 8 20.87 FH 8 • J-381 true true 2,649.64 20.00 20.00 10.00 19.91 FH 3 19.91 FH 3 J-382 true true 3,547.08 20.00 20.00 10.00 18.81 J-291 18.81 J-291 J-383 true true 3,900.31 20.00 20.02 10.00 12.85 J-291 12.85 J-291 • J-384 true true 3,973.07 20.00 34.18 10.00 10.00 J-291 10.00 J-291 J-385 true true 2,362.83 20.00 20.00 10.00 25.77 J-409 25.77 J-409 • J-386 true true 3,884.02 20.00 20.00 10.00 12.78 J-291 12.78 J-291 • J-387 true true 3,279.14 20.00 20.01 10.00 18.96 J-409 18.96 J-409 J-388 true true 5,000.00 20.00 69.89 10.00 50.25 J-291 50.25 J-291 • J-389 true true 3,405.56 20.00 20.02 10.00 18.77 J-342 18.77 J-342 • J-390 true true 5,000.00 20.00 52.84 10.00 31.42 J-291 31.42 J-291 J-391 true true 5,000.00 20.00 50.83 10.00 32.10 J-291 32.10 J-291 • J-392 true true 5,000.00 20.00 27.39 10.00 22.99 J-400 22.99 J-400 • J-393 true true 5,000.00 20.00 48.82 10.00 32.70 J-291 32.70 J-291 •J-394 true true 3,071.45 20.00 20.01 10.00 20.14 FH 9 20.14 FH 9 0 J-395 true true 2,899.55 20.00 20.02 10.00 19.93 FH 9 19.93 FH 9 • J-396 true true 2,605.83 20.00 20.00 10.00 22.26 FH 7 22.26 FH 7 J-397 true true 2,587.93 20.00 20.00 10.00 19.91 FH 7 19.91 FH 7 • J-398 true true 5,000.00 20.00 60.45 10.00 38.97 J-291 38.97 J-291 • J-399 true true 2,67223 20.00 20.00 10.00 19.91 FH 12 19.91 FH 12 J-400 true true 2,034.51 20.00 20.02 10.00 28.62 J-250 28.62 J-250 • J-401 true true 5,000.00 20.00 34.80 10.00 39.58 J-291 39.58 J-291 J-402 true true 2,446.75 20.00 20.00 10.00 19.91 FH 4 19.91 FH 4 411 J-403 true true 4,787.44 20.00 20.01 10.00 19.94 FH 18 19.94 FH 18 • J.404 true true 4,693.24 20.00 20.00 10.00 18.68 J-400 18.68 J-400 J-405 true true 3,671.39 20.00 29.17 10.00 10.00 J-291 10.00 J-291 • J-406 true true 3,837.42 20.00 20.00 10.00 19.91 FH 23 19.91 FH 23 • J-407 true true 2,601.21 20.00 20.00 10.00 25.20 FH 7 25.20 FH 7 J-408 true true 2,547.64 20.00 20.00 10.00 20.59 FH 4 20.59 FH 4 • J-409 true true 2,046.31 20.00 20.00 10.00 31.48 FH 5 31.48 FH 5 • J-410 true true 3,485.58 20.00 20.00 10.00 19.93 FH 26 19.93 FH 26 J-411 true true 5,000.00 20.00 42.77 10.00 33.80 J-291 33.80 J-291 • J-412 true true 3,935.00 20.00 20.00 10.00 11.35 J-291 11.35 J-291 • J-413 true true 4,051.74 20.00 20.00 10.00 12.12 J-291 12.12 J-291 J-414 true true 3,847.25 20.00 20.00 10.00 12.32 J-291 12.32 J-291 • J-415 true true 4,165.51 20.00 20.00 10.00 12.71 J-291 12.71 J-291 il J-416 true true 4,250.15 20.00 20.00 10.00 13.65 J-291 13.65 J-291 J-417 true true 5,000.00 20.00 26.41 10.00 37.54 J-291 37.54 J-291 • J418 true true 4,021.40 20.00 20.00 10.00 11.95 J-291 11.95 J-291 • • • • • Title:Waterfront Project Enginer r:\...\water cad\stormcad model(may 17).wcd WaterCAD v7.0[07.00.049.( • 05/21/07 16:28:29 ©Bentley Systems,Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755-1666 Page 10 of • Fire Flow Analysis Contains Oversized Diagrams • Sheets 1 and 2 See Originals in File •
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