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HomeMy WebLinkAbout02 - Design Report - Laurel Glen Ph 1 - WaterWATER SYSTEM DESIGN REPORT F) u A. General This water design report will give an overview of the proposed water system for the 156.96- acre Laurel Glen Subdivision. The Laurel Glen Subdivision is located on the north side of Durston Road approximately 1300 feet west of the intersection of Durston Road and Cottonwood Road. The development will consist of open space, park space, residential lots, and community business lots. The zoning ranges from residential R-2, R-3, R-3A, R-4 lots to commercially zoned B-l lots. The development will be constructed in four phases but this report will look at the project in its entirety. Phase I is to begin constmction in August 2002. A Master Exclusion Exemption has been obtained for Phase I from the City to begin constmction prior to MDEQ approval of the entire subdivision. Figure 1 shows the four constmction phase boundaries for the development. This report will also include the existing water system and the water system analysis perfomied for the new system. Once the water system is constructed and approved, the system will become a part of the City ofBozeman system. B. Existing Water Supply The Laurel Glen subdivision water system is to be served by the existing City of Bozeman water distribution system. The proposed system will tie into the existing system at the intersection of Durston Road and Cottonwood Road. The size of the water main at this intersection is 12-inch Ductile Iron main. The City ofBozeman water distribution system is compromised of two zones, the North and South Zone. The South Zone of the system is supplied by the water treatment plant (WTP). Since pressiu-es at the north end of the South Zone were exceeding permissible pressures, a new zone was created called the Northwest Zone. The water to this zone is supplied by five pressure regulating valves (PRV's). Laurel Glen falls within the Northwest zone. There are two PRV's adjacent to the development. One is near Huffine and Cottonwood and one near Ferguson and Durston. These PRV's lower the static pressure down to approximately 65 psi. C. Proposed Water System The proposed water main system will consist of a looped system, utilizing approximately 4,000 feet of 12-inch Ductile Iron Pipe for the main branch down Durston Road and approximately 26,100 feet of 8-inch Ductile Iron Pipe throughout the remainder of the project. Figure 1 shows the proposed water system layout. The layout of the water main will meet the City of Bozeman design criteria and will typically be located 11' to the west or north of the centerline of each road. The sewer main will be designed on centerline of each road, so this will allow for the required 10' horizontal separation between water and sewer mains. Fire hydrants will be placed at road intersections and spaced at 500-foot intervals in residential areas and 350-feet apart in commercial areas. Hydrants or blow-off valves will be constructed at high spots and at dead end cul-de-sacs to release air. 1 c- Valves shall be located at all road intersections and not more than 500-foot intervals in commercial areas and 800-foot intervals in residential areas. Butterfly valves will be used on 12-inch mains and gate valves will be used on 8-inch mains. Each residential and conamercial lot will be supplied with a copper water service line. Water service to residential lots zoned R-2 will be a 1-inch copper service. Water service to residential lots zoned R-3, R-3a, and R-4 will vary in size from a 1-inch copper service up to a 4-inch ductile iron service. Commercially zoned lots (B-l), depending on the size of the lot, will have a 6-inch water stub for service. The location of the services will generally be placed in the center of each lot. Some areas revealed soft soils that were analyzed and found to be inadequate to resist the expected thrust pressures when using Montana Public Works Specifications for thrust block size. It was determined that doubling the MPW thrust block specifications will be required at locations that exhibit these soil properties. An alternative fonn of restraint would be the use of mechanical joint restraints at the fittings and pipe bells where required. The location of these areas will be identified by the engineer during the construction phase and will require the use of custom thrust restraints. D. Water Analysis A hydraulic analysis was performed on the proposed water main extension using WaterCAD version 4.5. The existing City of Bozeman Water Model was used as the base and the extension mains were designed into the new model. A few minor tests were performed with flows and pressures provided by the City to check the functionality of the model and it appeared to be reliable. The pressures and fire flow results used to calibrate the city model to the Laurel Glen system were obtained from Mike Certalic (fonner City of Bozeman Superintendent of Water and Sewer). This information appeared to be within reasonable tolerances of the model results. The Laurel Glen water distribution system was designed to meet the maximum day demand plus fire flow during the peak hour. The average daily demand was calculated using 200 gpd per capita per the City of Bozeman Design Standards, July 2001. This flow includes irrigation demands. The residential capita numbers were calculated from the zone areas and Table V-l of the City ofBozeman Design Standards. Commercial flow rates were calculated from the commercial zone areas and Table V-2. Since no flows were designated for a B-l zone classification, we assumed the B-2 flow value of 3495 gpd per acre for a B-l designation. The following Table 1 shows these calculations. u 2 0 Table 1 Residential and Commercial Zoning Demands Zone Designation Zone Area(acres) Density1 (capita/acre) Persons per Zone (capita) Daily Flow Rate3 Total Flow per Zone (gpd) (gpd/acre) | (gpd/capita) R2 R3 34.74 32.56 7.62 12.19 265 397 N/A 200 52,944 N/A 200 79,381 R3A R4 38.06 21.84 Bl 8.72 12.19 12.19 464 266 N/A N/A 200 200 92,790 53,246 I 3,495 N/A Total Flow (gpd) Total Flow (gpm) 30,476 308,838 214 Density from Table 4.2-1 of COB Water Facility Plan by MSE-HKM Engineering Density x Zone Area 3 Average Daily Usage fi-om City of Bozeman Design Standards Manual, July 2001, page 39 Persons per Zone x Daily Flow Rate The total average daily demand was then weighted between junctions and the contributing areas throughout the development by taking the individual area of the zone and dividing it by the total area of the development to determine an area ratio. The following table shows the distribution of the average daily demand. Table 2 Junction Demands u Junction # 2 3 r> n Table 2 Junction Demands (cent.) 0 35 36 37 41 44 45 47 48 51 53 54 56 59 60 61 64 72 83 134 135 136 Totals 1.63 4.28 6.01 3.3 3.28 4.66 4.91 5.51 5.23 3.83 4.18 3.27 2.97 2.19 3.57 3.13 3.45 1.41 1.95 1.19 5.45 159.74 0.010 0.027 0.038 0.021 0.021 0.029 0.031 0.034 0.033 0.024 0.026 0.020 0.019 r. u flow of up to 75% can be applied when the building is provided with an approved automatic sprinkler system as approved by the Fire Chief. This will allow us to use 2000 gpm for four hours as the largest demand. This flow was used as the design event for the water model for designing pipe sizes. This flow can be obtained from a minimum of two hydrants per Table A-III-B1 of the 1994 UFC. A Hazen-Williams "C" Factor of 130 was used in the model. The working residual water pressure shall not be less than 20 psi at any point in the water distribution system under maximum day plus fire flow. The velocity shall not exceed 15 feet per second through the main line. Results The design fire flow event was assumed to occur at Lot 1, Block 4. It is located between Laurel Parkway, Longbow Lane, Glenellen Drive and Annie Street. This is the largest commercially zoned lot in the subdivision. A fire flow analysis was performed with three hydrants open during the peak hour and maximum daily flow. The hydrants were entered as reservoirs into the model. The following table shows the resultant flows obtained. Table 4 Design Fire Flow Scenario Hydrant Location Reservoir Number NW comer ofGlenellen and Longbow Lane NW comer of Longbow Lane and Amue Street R-27 R-38 Pressure (psi) 38.07 35.43 Flow (gpm) 909.76 873.81 SW comer of Annie Street and Loxley Drive Total Flow R-40 36.06 886.21 2669.78 Residual pressures throughout the distribution system remained above 20 psi, with the lowest pressure occurring at Junction 90 at 27.64 psi during fire flow conditions. Thisjimction is located at the west end ofGlenellen Drive. The total flow that can be obtained from this scenario is 2670 gpm which more than exceeds the required flow of 2,000 gpm. Velocities in the surrounding main line pipes under fire flow conditions for Lot 1, Block 4 remain low and do not exceed 15 feet per second. Appendix 1 shows resultant pressures at each junction for this design scenario. Appendix 2 shows resultant velocities in each pipe for this design scenario. Fire flow scenarios were also performed in residentially zoned areas. Assuming one and two- family dwellings would not have a building size exceeding 3,600 square feet, a minimum fire flow of 1,000 gpm for two hours would be required. This scenario was performed at the end of Broadsword Way for an area ofR-3 zoned lots. This scenario produced a fire flow of 1139 gpm and a residual pressure of 57.33 psi. This meets the UFC fire flow requirements as stated above. E. Conclusion Based on this analysis, the proposed water system for the Laurel Glen Development provides adequate service to meet the daily demands and fire flows of the development. This project will require the approval of the City Engineer and MDEQ. 5 n 0 n Appendix 1 ( ) 0 Scenario: Fire Flow - Gleneller Extended Period Analysis: 8.50 hr /12.00 Junction Report ( Label Elevation (ft) Zone Type Demand (gpm) Pattern Demand (Calculated) (9pm) Calculated Hydraulic Grade (ft) Pressure (psi) J-90 J-15 J-127 J-110 J-2 J-72 J-41 J-114 J-3 J-120 J-36 J-106 J-116 J-14 J-5 J-125 J-115 J-58 J-143 J-119 J-117 J-12 J-111 J-4 J-118 J-109 J-35 J-6 J-108 J-144 J-107 J-137 J-47 J-126 J-102 J-101 J-45 J-56 J-7 J-133 J-124 J-89 J-16 J-128 Scenario: Fire Flow - Glenellen Extended Period Analysis: 8.50 hr/12.00 Junction Report r Label Elevation (ft) Zone Type Demand (gpm) Pattern Demand (Calculated) (9pm) Calculated Hydraulic Grade (ft) Pressure (psi) J-8 J-136 J-130 J-23 J-38 J-112 J-37 J-81 J-82 J-22 J-48 J-103 J-53 J-87 J-92 J-80 J-51 J-93 J-9 J-30 J-13 J-95 J-104 J-85 J-54 J-24 J-142 J-79 J-123 J-132 J-78 J-88 J-31 J-76 J-25 J-83 J-84 J-94 J-71 J-59 J-77 J-61 J-10 J-64 Scenario: Fire Flow - Glenellen Extended Period Analysis: 8.50 hr/12.00 Junction Report r Label Elevation (ft) Zone Type Demand (gpm) Pattern Demand (Calculated) (9pm) Calculated Hydraulic Grade (ft) Pressure (psi) J-100 J-75 J-74 J-27 J-131 J-73 J-134 J-96 J-135 J-99 J-122 J-121 J-1 J-65 J-63 4,712.04 4,712.16 4,711.97 4,711.74 4,710.87 4,710.66 4,710.47 4,709.58 4,708.14 4,707.90 4,741.34 4,743.41 4,748.17 4,748.31 4,748.31 Zone-1 Zone-1 Zone-1 Zone-1 Zone-1 Zone-1 Zone-1 Zone-'}, Zone-1 Zone-1 Zone-1 Zone-1 Zone-1 Zone-11 n n 0 Appendix 2 /' ') u Scenario: Fire Flow - Gleneller Extended Period Analysis: 8.50 hr/12.00 Pipe Report r> Label P-187 P-184 P-190 P-196 P-193 P-167 P-166 P-169 P-181 P-175 P-199 P-221 P-218 P-224 P-230 P-227 P-208 P-205 P-209 P-215 P-211 P-163 P-123 P-120 P-126 P-132 P-129 P-103 P-41 P-104 P-117 p-111 P-135 P-151 P-148 P-154 P-160 P-157 P-138 P-136 P-141 P-145 P-142 P-233 P-273 P-270 P-279 P-276 P-267 P-258 P-255 Length (ft) Diamete (in) Scenario: Fire Flow - Glenellen Extended Period Analysis: 8.50 hr/12.00 Pipe Report r Label P-264 P-261 P-297 P-294 P-321 P-300 P-291 P-285 P-282 P-288 P-286 P-243 P-246 P-249 P-234 P-237 P-240 P-252 P-251 P-310 P-130 P-131 P-305 P-185 P-304 P-116 P-128 P-127 P-124 P-110 P-109 P-229 P-228 P-122 P-121 P-201 P-303 P-180 P-330 P-244 P-306 P-95 P-281 P-146 P-293 P-292 P-198 P-197 P-59 P-147 P-144 Length (ft) Diamete (in) Scenario: Fire Flow - Glenellet Extended Period Analysis: 8.50 hr/12.00 Pipe Report ( Label P-313 P-241 P-242 P-301 P-173 P-183 P-207 P-206 P-133 P-134 P-119 P-118 P-156 P-159 P-162 P-161 P-302 P-139 P-26 P-53 P-274 P-275 P-28 P-204 P-203 P-93 P-188 P-189 P-27 P-195 P-194 P-25 P-150 P-153 P-152 P-213 P-96 P-334 P-219 P-177 P-164 P-309 P-247 P-191 P-192 P-2 P-50 P-317 P-283 P-284 P-24 Length (ft) Diameter! (in) c Scenario: Fire Flow - Glenellen Extended Period Analysis: 8.50 hr/12.00 Pipe Report Label P-18 P-280 P-277 P-8 P-38 P-92 P-61 P-256 P-257 P-254 P-65 P-64 P-231 P-232 P-216 P-217 P-335 P-311 P-236 P-226 P-225 P-49 P-333 P-331 P-312 P-176 P-296 P-314 P-315 P-332 P-222 P-299 P-298 P-5 P-260 P-259 P-200 P-17 P-322 P-327 P-289 P-290 P-328 P-202 P-214 P-178 P-326 P-325 P-265 P-329 P-105 Length (ft) Diameter) (in) Scenario: Fire Flow - Gleneller Extended Period Analysis: 8.50 hr/12.00 Pipe Report / Label Length (ft) Diameter! (in) Material Hazen-1 IWilliamsl c Minor Loss Coefficien Control Status pischargej (gpm) PressurelHeadlossl Pipe | Gradient Headlossj(ft/1000ft)| (ft) Velocity (ft/s) P-99 P-98 P-97 42.00 30.00 16.00 12.0 12.0 12.0 Ductile Iron Ductile Iron Ductile Iron 130.0 130.0 130.0 0.00 0.00 0.00 Open Open Open 4,000.00 4,000.00 4,000.00 1.39 0.99 0.53 33.03 33.02 33.02 11.35 11.35 11.35 u Title: Laurel Glen Water Model s:\...\dwg\water\water model\w-model.wcd 0 0 I OAKSTflEBT CROSSBOW COURT I ' I BAXONWAY I ' I' ]' I BROAK8WORDWAY V. a, •?• ^ < SHERWOOD WAY J- Gr^Eti^ibMW s r GUNELLBNDBTVE s B; 5 ANNIE 8TRBBT rl ^ \ \ I / s IMMANUBLWAY .\ / /r -) s. •» GAILDMVE / Is ^ / ^ GLENWOOD DRIVE /; GLENWOOD DRIVE / / / a t=±] f E2 BHADOW GLEN DRIVE BROOK8IDBLANB K , .Ji f^su:wraN^o^asum:y)~v;\r 7-7 LEGEND A » WATER MAIN WATER SERVICE FIRE HYDRANT WATER VALVE TEE FITTING CROSS FITTING DURSTON ROAD J- A ;! II I il —,-k, r- s fimSEQflffm I (fj AUG 2- 2002 J|| U&G^QinrBill^^ ENGINEERING SERVICES. INC. August 27, 2002 Bob Murray, PE Project Engineer CityofBozeman P.O. Box 1230 Bozeman, MT 59771-1230 RE: Laurel Glen Design Report Review Comment Responses J.O. 00-185 Dear Bob: Attached please find our responses to your review comments for the Laurel Glen Design Report. Please review the submitted material at your earliest convenience. If you have any questions or need additional information regarding this project please feel free to contact us at 582-0221. Sincerely, Allied Engineering Services, Inc. ^ Chris G. Budeski, PE Senior Civil Engineer enc: Laurel Glen Design Report review comments responses ec: Chuck Hinesley, Owner file S:\Projects\2000\00-185 Laurel Glen Sub\Design Report\Bob Murray Letter 08-27-02.doc 32 Discovery Drive • Bozeman, MT 59718 • (406)582-0221 • Fax(406)582-5770 1 1 1 1 ] ] Responses to Design Report review comments for Laurel Glen Subdivision Water: 1. Provide the data and explanation of how the initial boundary conditions at the connection point were modeled. The initial boundary conditions for the Laurel Glen water model were originally obtained from Mike Certalic at the City ofBozeman Water Department and are shown in Table 1 below. The initial conditions were modeled by using a reservoir (node R-l) to simulate a static pressure of 140 psi at the hydrant on Durston and Cottonwood. A 12-inch water main 3400 feet long from the reservoir to the Durston/Cottonwood hydrant (Pipe P-336 and P-337) was modeled to simulate a residual pressure of 130 psi during a flow of 1720 gpm (see enclosed Figure 1). The hydrant flow was achieved by modeling a reservoir (R-3) at existing hydrant elevation and a 6-inch pipe with a minor loss coefficient of 47 (Pipe P-104). The reservoir simulates flow into the open atmosphere and the 6-inch pipe with a minor loss of 47 simulates the 6-inch hydrant lead and head loss through a 2-1/2-mch nozzle. Most hydrant flows are measured through the 2-1/2-inch nozzle. We have had success with this modeling technique on other water model systems. With this model we produced a flow of 1740 gpm during a free flow condition. A later conversation with John Alston revealed a lower static pressure of 65 psi at the Durston/Cottonwood hydrant, due to an active PRV station. John did not have any fire flow infomiation at the hydrant with the active PRV. We included a PRV (PRV-1) into our model to obtain the new static pressure of 65 psi. The results of the model after the PRV was inserted showed a hydrant flow of 1188 gpm and a residual pressure of 62 psi. Without further input from the City ofBozeman water department we are unable to calibrate our model to real world conditions, although the results we are obtaining from the model appear to be consistent with what we would expect in the real world. Table 1 Location Durstoii/Ferguson Static Pressure (psi) 140 Pietot Pressure (psi) 100 Residual Pressure (psi) 125 Flow (gpm) 1680 Durston/Flanders Mill 140 105 130 1720 Durston/Cottonwood** 140 105 130 1720 Babcock/Ferguson 130 110 120 1760 Babcock/Cottonwood 130 105 120 1720 ** Information used for calibration in water model Page 1 of 6 1 1 ] I ] 2. Provide a node diagram. See enclosed Figure 2. 3. Provide the results of a run for max day plus fire flow for each node. Note that the minimum allowed fire flow per the Fire Department is 1500 gpm. The results of the max day plus fire flow run for each node are included in Appendix D. The minimum allowed fire flow for residential areas with buildings less than 3600 square feet is 1000 gpm as stated in the 1994 Uniform Fire Code and verified with the City of Bozeman Fire Department. A minimum allowed fire flow of 1500 gpm was used throughout the rest of the development for any building over 3600 square feet. 4. The text states that all mains other than the main in Durston will be 8 ". The main in Oak needs to be 12" to match what is being installed to the east. The water main size in Oak Street has been upsized to a 12" ductile iron main. This information has been updated in the water model, and all flows still meet the City of Bozeman standards. Sanitary Sewer: 5. The text states the lift station will be installed on a "common lot". Recent plans have shown otherwise. This issue is being resolved through planning. Although the preliminary plat shows this lot as private, it will be dedicated to the City of Bozeman during the platting of phase II of the project. Until the next phase of the project is platted, the lift station will be located within an easement to the City ofBozeman. 6. The lift station must be enclosed in a building rather than a separate enclosure as described. The proposed lift station will be enclosed with a building. 7. The lift station and mains to/from Durston to the lift station must be sized to convey flows from a reasonable service area south of Durston. Additionally, a main should be extended into Durston to serve the area. Allied Engineering has met with Greg Stratton with Morrison -IVLaierle to determine the area and zoning in the Valley West development that will flow into the Laurel Glen lift station. A main will be extended to the south side of Durston at Westgate Avenue for future extension by the Valley West development. Main sizes and lift station pumps will be sized accordingly for the additional flows. Page 2 of 6 •^"5 J-96 J-99 <R-69 J-M_ 1 ] ] I NO. 34 ^ ^U)-S7 -— I 3^T3i J-74 K: 30 R-31 R-33 .a^y J-100 OAK STREET 34 —-5-? J-Z6 J-7 J-5S J--y-71 5................ SAXC)1J-61 NWAY^J-9fl- 3,j R-2 GROSSBOVVCOURT J-10 R-1 J-84 <R-21J-S4 <R-10 .^-33-77 R-9 1 J-7 1-25 s p BROADSWOlEDWAY y ? 6 s " 12.... R-13 r^so J-76 SHERWOOD WAY l-2+ J-7 itk»._ R-26 p !J-S ~27^—.it~g3 I 1-54 /B-1B g----- 53 § ..?-^"jJ-95 R~17 g GLENELLEN DRI^·E J-9 Q--- J-B3 16 s 'J- •s §-_... g J-82 22 § "g 5 3 s: GLENELLEN DRI\-E s ^5 ,R-1 J-B1 § g Iz ^ !3 R-1 R-36 103 R-37—1J-102 •«-» lj-48 tt Rr3»Uj-ioi ANNIE STREET .........S-SL fi-22 R-23 45 .R-20 I J- 1 1 1 1 } 1 1 1 1 1 1 ] 1 1 I APPENDIX D RESULTS OF MAX DAY PLUS FIRE FLOW FOR EACH JUNCTION I I Scenario: Max Day Fire Flow Fire Flow Analysis Fire Flow Report Labe Zone Fire Flow IBalanced?! Satisfies Fire Flow Constraints Needed Fire Flow (gpm) Available Fire Flow (gpm) Total Flow Needed (9pm) Total Flow Available (9pm) Residual Pressure (psi) Calculated Residual Pressure (psi) iMinimum Systei Pressure (PSi) Calculated Minimum System Pressure (psi) J-2 J-3 J-4 J-5 J-6 J-7 J-8 J-9 J-10 J-11 J-12 J-13 J-14 J-15 J-16 J-18 J-22 J-23 J-24 J-25 J-26 J-27 Scenario: Max Day Fire Flow Fire Flow Analysis Fire Flow Report Label Zone Fire Flow Palanced' Satisfies Fire Flow Constraints Needed Fire Flow (9pm) Available Fire Flow (9pm) Total Flow Needed (9pm) Total Flow Available (gpm) Residual Pressure (psi) Calculated Residual Pressure (psi) Minimum Systerr) Pressure (psi) Calculated Minimum System Pressure (PSi) J-78 J-79 J-80 J-81 J-82 J-83 J-84 J-85 J-86 J-87 J-88 J-89 J-90 J-92 J-93 J-94 J-95 J-96 J-97 J-98 J-99 Zone-1 Scenario: Max Day Fire Flow Fire Flow Analysis Fire Flow Report Label Zone Fire Flow Balanced?! Satisfies Fire Flow Constraints Needed Fire Flow (gpm) Available Fire Flow (9pm) Total Flow Needed (9pm) Total Flow Available (gpm) Residual Pressure (psi) Calculated Residual Pressure (psi) IMinimum Systerr Pressure (psi) Calculated Minimum System Pressure (psi) J-130|Zone-1 J-131|Zone-1 J-132|Zone-1 J-133|Zone-1 J-134|Zone-1i J-135|Zone-1| J-136|Zone-1| J-137|Zone-1| J-138|Zone-1| J-139|Zone-1| J-141|Zone-1| J-142|Zone-1| J-143|Zone-1| J-144|Zone-1| true true true true true true true true true true true true true true true true true true true true true true true true true true true true 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,513.50 1,508.25 1,537.75 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,513.50 2,508.25 2,537.75 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 76.84 75.43 79.10 78.50 53.38 57.50 67.27 75.01 75.71 75.88 72.69 80.92 75.58 78.02 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 75.67 71.32 72.59 72.61 53.78 58.62 68.06 74.10 73.65 72.68 68.91 78.74 73.70 73.04 Title: Laurel Glen Water Model s:\,..\dwg\water\water model\w-model.wcd 08/22/02 11:12:59 AM © Haestad Methods, Inc. Project Engineer: Wendy M. Steinbeisser Allied Engineering WaterCAD v4.5 [4.5015a] 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 3 of 6 Zone- Zone- Zone- Zone- Zone- Zone-1 Zone-1 Zone-1 Zone-1 Zone- Zone-1: Zone-1| Zone-1i Zone- Zone- Zone- Zone-11 Zone- Zone-11 Zone-11 J-100|Zone-1 J-101|Zone-1| J-102|Zone-1| J-103|Zone-1| J-104]Zone-1| J-105|Zone-1| J-58 |Zone-1| J-106|Zone-1] J-107|Zone-l| J-108|Zone-l| J-109|Zone-1| J-110|Zone-1| J-11l|Zone-1| J-112|Zone-1| J-113|Zone-1| J-114|Zone-1| J-115|Zone-1| J-116|Zone-1| J-117|Zone-1| J-118|Zone-1| J-119|Zone-1| J-120|2one-l[ J-123|Zone-l| J-124|Zone-1| J-125|Zone-1| J-126|Zone-1| J-127|Zone-1| J-128|Zone-1| J-129|Zone-1| true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true tme true true true true true true true true true true true true true true true true true true true true true true true true true true tme true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.001 1,500.001 1,500.001 1,500.001 1,500.001 1,500.00] 1,500.001 1,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.001 2,500.001 2,500.001 2,500.001 2,500.001 2,500.001 2,500.001 2,500.001 2,500.001 2,500.00) 2,500.00] 2,500.001 2,500.00 2,500.001 2,500.00 2,500.001 2,500.001 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,509.75 1,500.00 1,500,00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.001 1,500.001 1,500.001 1,500.001 1,500.001 1,500.001 1,500.001 1,500.001 1,500.00] 1,500.001 1,500.001 1,500.001 1,500.00 1,500.001 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,509.75 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.001 2,500.001 2,500.001 2,500.001 2,500.001 2,500.001 2,500.001 2,500.001 2,500.001 2,500.001 2,500.00] 2,500.001 2,500.00 2,500.001 2,500.001 2,500.001 2,500.00] 2,500.001 2,500.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.001 20.001 20.001 20.001 20.00| 20.001 20.001 20.001 20.001 20.001 20,001 20.00[ 20.001 20.001 20.001 20.001 20.001 20.00[ 20.001 61.35 73.96 68.00 69.37 74.31 76.63 81.88 80.73 73.91 74.91 80.07 68.06 60.38 78.34 79.32 76.46 76.46 58.62 78.46 80.74 79.271 82.531 77.551 76.221 73.97| 69.201 78.001 71.881 72.441 76.121 77.981 76.40) 73.851 74.091 74.39) 73.551 70.181 73.471 74.941 73.871 75.231 76.171 76.681 81.051 77.521 75.241 69.651 63.971 73.921 67.891 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.001 20.001 20.001 20.001 20.001 20.001 20.001 20.00) 20.001 20.001 20.001 20.001 20.001 20.001 20.001 20.001 20.001 20.001 20.001 20.00) 20.001 20.001 20.001 61.43 71.82 70.49 71.89 71.84 71.62 71.08 71.33 72.15 72.10 72.03 68.73 76.02 69.70 70.55 68.40 66.75 59.24 70.45 70.67 70.84 71.06 71.14 70.29 68.63 68.78 72.16 71.57 71.91 73.04 73.39 72.95 72.36 72.41 73.20 73.63 70.55 73.65 74.28 73.95 74.62 74.32 74.61 79.16 76.65 73.63 68.93 63.56 73.19 73.25 I Title: Laurel Glen Water Model Project Engineer: Wendy M. Steinbeisser s:\...\dwg\water\water model\w-model.wcd Allied Engineering WaterCAD v4.5 [4.5015a] 08/22/02 11:12:59 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 2 of 6 J-30 J-31 J-33 J-34 J-35 J-36 J-37 J-38 J-41 J-44 J-45 J-47 J-48 J-51 J-53 J-54 J-56 J-59 J-60 J-61 J-64 J-71 J-72 J-73 J-74 J-75 J-76 J-77 Zone-1 Zone-1 Zone-1 Zone- Zone- Zone-1 Zone- Zone- Zone- Zone- Zone-11 Zone-11 Zone- Zone-11 Zone-11 Zone- Zone-11 Zone- Zone-1| Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-1| Zone-11 Zone-11 Zone-11 Zone-1] Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-1| Zone-1| Zone-11 Zone-11 Zone-11 true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true true 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.001 1,500.001 1,500.00] 1,500.001 1,500.00] 1,500.001 1,500.001 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.001 2,500.001 2,500.001 2,500.001 2,500.001 2,500.001 2,500.00] 2,500.001 2,500.001 2,500.001 2,500.001 2,500.001 2,500.001 2,500.00] 2,500.001 2,500.00] 2,500.00] 2,500.00] 2,500.00] 1,512.25 1,508.25 1,515.25 1,523.75 1,516.00 1,524.25 1,536.50 1,557.50 1,532.50 1,518.25 1,520.00 1,521.00 1,534.75 1,542.25 1,536.25 1,528.75 1,517.50 1,517.25 1,519.25 1,518.50 1,514.75 1,507.75 1,524.25 1,507.75 1,514.251 1,516.751 1,511.251 1,529.751 1,541.751 1,500.001 1,523.001 1,522.75] 1,532.251 1,534.001 1,538.251 1,536.251 1,526.501 1,529.00] 1,522.751 1,520.50] 1,515.251 1,524.751 1,521.751 1,500.001 1,524.00] 1,500.00] 1,500.001 1,500.001 1,500.001 1,500.001 2,512.25 2,508.25 2,515.25 2,523.75 2,516.00 2,524.25 2,536.50 2,557.50 2,532.50 2,518.25 2,520.00 2,521.00 2,534.75 2,542.25 2,536.25 2,528.75 2,517.50 2,517.25 2,519.25 2,518.50 2,514.75 2,507.75 2,524.25 2,507.75 2,514.25 2,516.75 2,511.25 2,529.75 2,541.75 2,500.00 2,523.001 2,522.75] 2,532.251 2,534.001 2,538.251 2,536.251 2,526.501 2,529.00| 2,522.751 2,520.501 2,515.251 2,524.751 2.521.75[ 2,500.001 2,524.001 2,500.001 2,500.00] 2,500.00] 2,500.00] 2,500.001 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.001 20.00] 20.001 20.001 20.001 20.00[ 20.00) 20.00] 20.001 20.001 20.001 20.001 20.00) 20.001 20.001 20.001 20.001 20.00) 20.00] 20.001 76.14 74.82 73.61 77.22 77.97 78.46 79.43 80.63 82.19 82.16 76.13 78.64 75.82 62.19 73.68 74.03 74.69 73.921 74.391 72.621 72.781 72.91 70.49] 60.731 54.651 55.721 77.21 74.101 74.471 67.961 70.18[ 78.61 78.101 76.691 74.091 79.94[ 78.761 77.221 77.171 81.031 77.951 80.79] 77.321 80.301 74.461 53.78) 72.81 71.691 71.171 55.501 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.001 20.001 20.001 20.001 20.001 20.001 20.001 20.001 20.001 20.00[ 20.001 20.001 20.001 20.001 20.001 20.001 20.001 20.001 20.001 20.001 20.001 20.001 20.001 20.001 20.001 74.66 74.30 73.87 74.15 73.48 72.69 72.01 71.39 71.07 71.06 74.72 76.93 73.65 63.97 73.25 72.15 71.86 71.96 71.81 71.68 71.57 71.50 70.29 61.35 55.50 71.57 73.12 72.31 73.12 73.12 70.65 72.07 71.26 70.40 68.78 70.60 69.68 66.46 72.97 70.07 70.50 70.58 68.91 70.27 72.38 53.86 71.51 71.57 71.68 55.70 Title: Laurel Glen Water Model s:\...\dwg\water\water model\w-model.wcd 08/22/02 11:12:59 AM © Haestad Methods, Inc. Project Engineer: Wendy M. Steinbeisser Allied Engineering WaterCAD v4.5 [4.5015a] 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 6 J-105 g g s s? g -g- Q R~ 1-132 § J-133L-.R-72 J.R-4J-106. R-66_. -fi7 ' ••(-! f-139 16—'^-1" ^R-4'J- s ZB s 1MMANUELWAV ?"ff:" •• >< 5 R-107 43 -L,« ^ IS ^w"............~~ ....,. s g GAIL DRIVE !^ ri""""":" /^ ! R--R- 2t =]^L. -U L.._..____, _;..___."K- -72- R-63 _±: F ...s-:" J-3B J-6 J-1 12; J-n2-- J-126 .1^27 !•" " — R-U IGLENWOODDRIVE GL^VTOOD DRIVE' g ^ R-57 R-6B <R-50 -S1.....:.....,.....___... R-52 ij-d _ir:-- - I_ g J-114 ^-41 3=n3 J-1.TOV ' J-143 •< ^ SHADOWGLEN DRIVE BROOKSIDE LANE a 5:' 13 R-53 .R-60 58-^-120 • ...R-59., ..,...!.__.. R-61 22 J-123 ?J-4 J-117 J-137 REVISIONS DRAWN BY DATE PROJECT ENGINEER: CGB DESIGNED BY: WMS DRAWN BY: WMS REVIEWED BY: SRS LAUREL GLEN SUBDIVISION WATER SYSTEM NODE LAYOUT BOZEMAN, MONTANA ROAf 1-1 J-65 J-S3 j-^EO^ § ati"itSS.^ ALLIED ENGINEERING SERVICES, INC. Civil Engineering Land Surveying Geotechnical Engineering Structural Engineering 32 DISCOVERY DRIVE BOZEMAN.MT 59718 PHONE (406) 582-0221 FAX (406) 582-5770 s FIGURE 2 I II II sl sJ 1 u Bi l'f< NO. REVISIONS DRAWN BY I DATE 300 600 SCALE: 1 INCH - 300 FEET 800 PROJECT ENGINEER; WMS DESIGNED BY: WMS DRAWN BY; WMS REVIEWED BY: SRS LAUREL GLEN SUBDIVISION PROPOSED WATER SYSTEM LAYOUT BOZEMAN, MONTANA & .. / y vw-^ ALLIED ENGINEERING Envicea, INC. Civil Engineering Land Swveying Geotechnical Engineering Structural Engineering 32 DISCOVERY DRIVB BOZBMAN.MT 59718 PHONE (-1(16)582-0221 FAX(4()<,)S82-i770 PROJECT (k 00-185 DATE: 7/22/02 W-OVERALL.DWG FIGURE 1 07/23/02 09:25:18 AM © Haestad Methods, Inc. Project Engineer: Wendy M. Steinbeisser Allied Engineering WaterCAD v4.5 [4.501 5a] 37 Brookside Road Waterbury, CT 06708 USA +1 -203-755-1666 Page 5 of 5 Material hlazen- IWilliamsl c Minor Loss Coefficien Control Status pischarg (9pm) Pressurel Pipe IHeadlos; (ft) Headloss Gradient (ft/1000ft) 390.00 368.00 365.00 494.00 264.00 528.00 195.00 54.00 454.00 63.00 449.00 369.00 42.00 354.00 393.00 403.00 207.00 231.00 49.00 237.00 43.00 286.00 197.00 280.00 218.00 42.00 264.00 195.00 60.00 169.00 28.00 342.00 37.00 267.00 183.00 18.00 36.00 260.00 435.00 367.00 129.00 141.00 101.00 30.00 30.00 30.00 40.00 553.00 606.00 600.00 41.00 8.0 8.0 8.0 12.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 12.0 8,0 8.0 8.0 8.0 8.0 8.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 8.0 8.0 12.0 12.0 8.0 8.0 8.0 6.0 6.0 6.0 12.0 12.0 12.0 12.0 12.0 Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.01 130.01 130.01 130.01 130.01 130.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.ool o.ool 0.00 0.001 0.001 o.ool o.ool 0.001 0.001 47.001 47.001 47.001 o.ool o.ool o.ool 0.001 0.00 I Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open 365.15 370.99 370.99 883.42 398.00 -401.50 416.90 -417.85 -417.85 -417.85 471.24 471.24 -487.69 -487.69 -490.01 -490.01 -527.31 -537.79 537.79 538.06 538.06 547.86 1,283.33 570.46 -608.54 638.71 654.76 654.761 654.76 1,548.501 1,548.501 1,575.881 1,575.881 1,837.83 1,975.791 1,975.79) 894.53 | 905.71 2,627.241 2,627.241 •1,347.56| •1,347.561 .1,372.761 -873.81 -886.21 -909.761 4,000.00) 4,000.001 4,000.001 4,000.001 4,000.001 1.10 1.07 1.06 1.00 0.88 1.78 0.70 0.20 1.65 0.23 2.04 1.67 0.20 1.71 1.92 1.96 1.16 1.34 0.28 1.37 0.25 1.71 0.79 1.81 1.59 0.33 2.20 1.63| 0.50 0.961 0.161 2.01 0.22| 2.09] 1.64| 0.16) 0.54| 3.95| 6.60[ 5.57| 4.09| 4.481 3.32| 73.47] 75.571 79.63) 1.32| 18.271 20.021 19.821 1.35| 2.83 2.91 2.91 2.01 3.32 3.37 3.61 3.63 3.63 3.63 4.53 4.53 4.82 4.83 4.87 4.87 5.58 5.79 5.79 5.80 5.79 5.99 4.02 6.46 7.28 7.96 8.34 8.34 8.34 5.70 5.68 5.891 5.89 7.821 8.95| 8.95| 14.871 15.21 15.161 15.161 31.741 31.741 32.851 2,449.14 2,519.01 2,654.441 33.031 33.031 33.031 33.031 33.041 Velocity (ft/s) 2.33 2.37 2.37 2.51 2.54 2.56 2.66 2.67 2.67 2.67 3.01 3.01 3.11 3.11 3.13 3.13 3.37 3.43 3.43 3.43 3.43 3.50 3.64 3.64 3.88 4.08 4.18 4.18 4.18 4.39 4.39 4.47 4.47 5.21 5.60 5.60 5.71 5.78 7.45 7.45 8.60 8.60 8.76 9,92 10.06 10.32 11.35 11.35 11.35 11.35 11.35 Title: Laurel Glen Water Model s:\...\dwg\water\water model\w-model.wcd 07/23/02 09:25:18 AM © Haestad Methods, Inc. Project Engineer: Wendy M. Steinbeisser Allied Engineering WaterCAD v4.5 [4.5015a] 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 4 of 5 Material Hazen- IWilliamg c Minor Loss Coefficien Control Status pischarg (gpm) Pressure! Pipe Headlosa (ft) Headless Gradient (ft/1000ft) Velocity (ft/s) 186.00 36.00 362.00 523.00 27.00 40.00 407.00 41.00 44.00 256.00 19.00 140.00 43.00 403.00 287.00 86.00 345.00 364.00 260.00 360.00 466.00 46.00 260.00 450.00 37.00 292.00 204.00 41.00 260.00 441.00 362.00 201.00 42.00 486.00 69.00 40.00 292.00 173.00 120.00 521.00 409.00 537.00 47.00 51.00 458.00 586.00 283.00 788.00 360.00 96.00 192.00 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 12.0 12.0 12.0 8.0 8.0 8.0 8.0 8.0 8.0 12.0 12.0 8.0 8.0 12.0 8.0 8.0 8.0 8.0 8.0 Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.01 130.0 130.01 0.0010pen 0.0010pen 0.0010pen 0.0010pen 0.0010pen 0.0010pen 0.00)0pen 0.0010pen 0.0010pen 0.0010pen 0.0010pen 0.0010pen 0.0010pen 0.0010pen 0.0010pen 0.00| Open 0.0010pen 0.0010pen 0.0010pen 0.00[0pen 0.00| Open 0.0010pen 0.00| Open 0.0010pen 0.00[0pen 0.0010pen 0.0010pen 0.0010pen 0.001 Open 0.0010pen 0.0010pen 0.0010pen 0.0010pen 0.0010pen 0.00| Open 0.00]0pen 0.0010pen 0.0010pen 0.0010pen 0.0010pen 0.00] Open 0.0010pen 0.0010pen 0.0010pen 0.0010pen 0.0010pen 0.00[0pen 0.00| Open 0.0010pen 0.00| Open 0.0010pen -70.75 -70.75 -70.75 72.17 -72.17 79.44 79.44 79.44 -84.31 -84.31 90.26 90.26 100.80 100.80 100.80 100.80 113.41 113.41 115.45 125.34 -127.87 -127.87 128.06 151.00 151.00 154.10 -166.03 -166.03 167.36 194.23 194.23 207.17 471.94 471.94 471.94 -231.44 259.98 -265.171 -265.17 -271.051 -274.99] 626.841 626.841 -281.561 -281.561 636.741 289.121 320.291 -321.651 -321.651 341.281 0.03 4.88e-3 0.05 0.07 3.91e-3 0.01 0.07 0.01 0.01 0.05 3.91e-3 0.03 0.01 0.10 0.07 0.02 0.11 0.12 0.09 0.14 0.19 0.02 0.11 0.25 0.02 0.17 0.13 0.03 0.17 0.39 0.32 0.20 0.03 0.31 0,04 0.05 0.44| 0.271 0.19| 0.85| 0.68| 0.57| 0.05| 0.091 0.80| 0.64 0.521 1.75| 0.80t 0.21 0.481 0.14 0.14 0.13 0.14 0.14 0.16 0.17 0.17 0.19 0.19 0.21 0.21 0.26 0.26 0.26 0.26 0.32 0.32 0.34 0.39 0.41 0.40 0.41 0.55 0.55 0.57 0.66 0.66 0.67 0.88 0.88 0.99 0.63 0.63 0.63| 1.21 1.51 1.56| 1.561 1.631 1.67] 1.07| 1.061 1.75| 1.751 1.10| 1.83) 2.22| 2.241 2.241 2.49| 0.45 0.45 0.45 0.46 0.46 0.51 0.51 0.51 0.54 0.54 0.58 0.58 0.64 0.64 0.64 0.64 0.72 0.72 0.74 0.80 0.82 0.82 0.82 0.96 0.96 0.98 1.06 1.06 1.07 1.24 1.24 1.32 1.34 1.34 1.34 1.48 1.66 1.69 1.69 1.73 1.76 1.78 1.78 1.80 1.80 1.81 1.85 2.04 2.05 2.05 2.18 Title: Laurel Glen Water Model Project Engineer: Wendy M. Steinbeisser s:\...\dwg\water\water model\w-model.wcd Allied Engineering WaterCAD v4.5 [4.5015a] 07/23/02 09:25:18 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 3 of 5 Material Hazen- [Williams c Minor Loss Coefficien Control Status pischarg. (9pm) Pressurel Pipe Headlos; (ft) Headless Gradient (ft/1000ft) Velocity (ft/s) 30.00 30.00 30.00 30.00 122.00 30.00 30.00 30.00 30.00 30.00 140.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 55.00 102.00 16.00 314.00 40.00 473.00 11.00 450.00 24.00 377.00 32.00 206.00 84.00 254.00 37.00 365.00 27.00 460.00 404.00 141.00 107.00 276.00 33.00 298.00 31.00 387.00 451.00 421.00 42.00 212.00 360.00 454.00 37.00 6.0 6.0 6.0 6.0 8.0 6.0 6.0 6.0 6.0 6.0 8.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 12.0 12.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 12.0 12.0 8.0 8.0 8.0 Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron Ductile Iron 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.01 130.0 130.01 130.01 130.0] 130.01 130.01 130.01 130.01 47.00 47.00 47.00 47.00 0.00 47.00 47.00 47.00 47.00 47.00 0.00 47.00 47.00 47.00 47.00 47.00 47.00 47.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.ool 0.00 I 0.00 o.ool o.ool 0.001 0.001 o.ool o.ool 0.00) Closed Closed Closed Closed Open Closed Closed Closed Closed Closed Open Closed Closed Closed Closed Closed Closed Closed Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.30 18.30 -9.30 -9.30 9.90 9.90 16.20 -16.20 17.10 17.10 17.10 19.19 19.19 19.25 19.25 20.10 20.10 20.72 -23.97 -23.97 43.15 43.15 45.30 -50.07 50.70 -59.02 64.75 64.761 151.381 151.381 -68.61 -70.721 -70.721 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.88e-4 0.00 0.00 9.776-4 0.00 1.46e-3 0.00 3.91 e-3 0.00 3.91e-3 0.00 2.938-3 9.77e-4 2.936-3 4.886-4 4.886-3 4.88e-4| 0.01 0.01 2.446-31 0.01 0.02| 1.95e-3| 0.02| 2.446-3 | 0.04| 0.05| 0.051 2.93e-3| 0.021 0.05| 0.06| 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 3.116-3 0.00 3.1e-3 0.00 0.01 0.00 0.01 0.00 0.01 0.01 0.01 0.01 0.01 0.021 0.01 0.02| 0.021 0.05| 0.05| 0.06| 0.07| 0.081 0.101 0.11 0.11 0.07| 0.08| 0.13| 0.131 0.15) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.05 0.06 0.06 0.06 0,06 0.10 0.10 0.11 0.11 0.11 0.12 0.12 0.12 0.12 0.13 0.13 0.13 0.15 0.15 0.28 0.28 0.29 0.32 0.32 0.38 0.41 0.41 0.43 0.43 0.44 0.45 0.45 Title: Laurel Glen Water Model s:\...\dwg\water\water model\w-model.wcd 07/23/02 09:25:18 AM © Haestad Methods, Inc. Project Engineer: Wendy M. Steinbeisser Allied Engineering WaterCAD v4.5 [4.501 5a] 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 2 of 5 Material hlazen- IWilliams c Minor Loss Coefficien Control Status pischarg' (9pm) I Pressure! Pipe IHeadlosi (ft) Headless Gradient (ft/1000ft) Velocity (ft/s) 30.00 30.00 30.00 30.00 30.00 141.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 130.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 146.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 53.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 6.01 Ductile Iron 6.01Ductile Iron 6.01Ductile Iron 6.01Ductile Iron 6.01Ductile Iron 8.01 Ductile Iron 6.01Ductile Iron 6.01Ductile Iron 6.01 Ductile Iron 6.01 Ductile Iron 6.01Ductile Iron 6.01Ductile Iron 6.01 Ductile Iron 6.01 Ductile Iron 6.0[Ductile Iron 6.01 Ductile Iron 6.01 Ductile Iron 6.0]Ductile Iron 8.01 Ductile Iron 6.01 Ductile Iron 6.01Ductile Iron 6.01Ductile Iron 6.0| Ductile Iron 6.0| Ductile Iron 6.01Ductile Iron 6.01 Ductile Iron 6.01Ductile Iron 6.01Ductile Iron 8.01 Ductile Iron 6.01Ductile Iron 6.01Ductile Iron 6.01 Ductile Iron 6.0tDuctile Iron 6.01Ductile Iron 6.01 Ductile Iron 6.01Ductile Iron 6.01Ductile Iron 6.0| Ductile Iron 6.01Ductile Iron 8.01Ductile Iron 6.01Ductile Iron 6.01Ductile Iron 6.01Ductile Iron 6.01Ductile Iron 6.0| Ductile Iron 6.0| Ductile Iron 6.01Ductile Iron 6.01Ductile Iron 6.0| Ductile Iron 6.0| Ductile Iron 6.0| Ductile Iron 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.01 130.01 130.0] 130.01 130.01 130.0] 130.01 130.01 130.01 130.01 130.01 130.01 130.01 130.01 130.01 130.01 47.00 47.00 47.00 47.00 47.00 0.00 47.00 47.00 47.00 47.00 47.00 47.00 47.00 47.00 47.00 47.00 47.00 47.00 0.00 47.00 47.00 47.00 47.00 47.00 47.00 47.00 47.00 47.00 0.00 47.00 47.00 47.00 47.00 47.00 47.00 47.00 47.00 47.00 47.00 0.00 47.00 47.00 47.001 47.00 47.00 47.001 47.001 47.001 47.001 47.001 47.001 Closed Closed Closed Closed Closed Open Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Open Closed Closed Closed Closed Closed Closed Closed Closed Closed Open Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Open Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed Closed 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.ool 0.001 0.00 o.ool o.ool 0.001 o.ool o.ool o.ool o.ool 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001 0.00 I 0.00] o.ool 0.00] o.ool 0.001 o.ool o.ool 0.001 0.001 0.00] 0.001 0.00 I 0.001 0.001 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.ool 0.00 o.ool o.ool o.ool 0.001 0.00] 0.001 0.00) o.ool 0.00 I 0.001 o.ool 0.001 0.001 o.ool o.ool 0.001 0.001 0.001 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Title: Laurel Glen Water Model s:\...\dwg\water\water model\w-model.wcd 07/23/02 09:25:18 AM © Haestad Methods, Inc. Project Engineer: Wendy M. Steinbeisser Allied Engineering WaterCAD v4.5 [4.5015a] 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 5 Zone-1 Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand 0.00 0.00 0.00 7.75 0.00 0.00 13.50 0.00 8.25 0.00 0.00 0.00 0.00 0.00 0.00 Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour 0.00 0.00 0.00 9.30 0.00 0.00 16.20 0.00 9.90 0.00 0.00 0.00 0.00 0.00 0.00 4,807.95 4,808.08 4,808.06 4,808.05 4,808.00 4,808.05 4,808.05 4,807.24 4,807.24 4,807.63 4,849.12 4,869.14 4,888.96 4,890.31 4,891.70 41.50 41.50 41.57 41.67 42.02 42.14 42.22 42.25 42.88 43.15 46.63 54.40 60.91 61.44 62.04 I Title: Laurel Glen Water Model Project Engineer: Wendy M. Steinbeisser s:\...\dwg\water\water model\w-model.wcd Allied Engineering WaterCAD v4.5 [4.5015a] 07/23/02 08:14:38 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755--1666 Page 3 of 3 J-33 J-60 J-98 J-97 J-11 J-141 J-26 J-34 4,725.41 4,725.78 4,737.65 4,724.46 4,728.37 4,728.61 4,727.88 4,723.10 4,722.39 4,722.30 4,720.53 4,720.44 4,720.24 4,722.30 4,719.96 4,720.67 4,718.76 4,718.24 4,720.29 4,720.20 4,737.99 4,718.79 4,718.86 4,719.58 4,718.28 4,719.15 4,739.93 4,718.39 4,740.73 4,719.32 4,717.81 4,718.61 4,717.63 4,716.15 4,716.02 4,715.83 4,714.851 4,713.901 4,713.531 4,713.421 4,714.401 4,713.201 4,714.031 4,713.021 4,713.931 4,712.341 4,712.081 4,712.091 4,712.71 4,711.551 4,712.361 4,712.231 Zone-1 Zone-1 Zone-1 Zone-1 Zone-1 Zone- Zone-1i Zone-11 Zone-1 Zone-1i Zone-11 Zone-1| Zone-1| Zone-11 Zone-11 Zone-11 Zone-11 Zone- Zone-11 Zone-11 Zone-11 Zone-1| Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-1| Zone-11 Zone-11 Zone-11 Zone-1| Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand 36.50 37.75 0.00 17.25 0.00 0.00 41.75 0.00 0.00 17.50 38.25 0.00 26.50 0.00 0.00 0.00 36.25 0.00 57.50 24.25 21.00 0.00 0.00 0.00 29.00 19.25 0.00 0.00 0.00 0.00 0.001 0.001 7.75| 0.001 18.501 9.75] 0.001 0.001 o.ool 20.501 o.ool 24.751 32.501 21.751 14.25] 15.251 o.ool o.ool 18.251 0.001 14.751 16.751 Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak hlour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Fixed Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Fixed Peak Hour Peak Hour 43.80 45.30 0.00 20.70 0.00 0.00 50.10 0.00 0.00 21.00 45.90 0.00 31.80 0.00 0.00 0.00 43.50 0.00 69.00 29.10 25.20 0.00 0.00 0.00 34.80 23.10 0.00 0.00 0.00 0.00 0.00 0.00 9.30 0.00 22.20 11.701 o.ool o.ool 0.001 24.601 0.001 29.701 39.001 26.101 17.101 18.301 0.001 0.001 21.901 o.ool 17.701 20.101 4,809.34 4,809.81 4,821.74 4,808.65 4,812.90 4,813.18 4,812.90 4,808.53 4,808.45 4,808.45 4,807.14 4,807.13 4,807.01 4,809.25 4,807.01 4,808.42 4,806.57 4,806.23 4,808.35 4,808.42 4,826.22 4,807.06 4,807.14 4,808.30 4,807.05 4,808.361 4,829.541 4,808.371 4,830.861 4,809.781 4,808.361 4,809.32] 4,808,361 4,808.19] 4,808.191 4,808.391 4,808.001 4,807.061 4,807.081 4,807.09] 4,808.191 4,807.081 4,807.971 4,807.061 4,808.191 4,807.251 4,807.171 4,807.221 4,807.951 4,807.06] 4,808.091 4,808.08[ 36.31 36.36 36.38 36.43 36.57 36.59 36.78 36.96 37.23 37.27 37.47 37.51 37.54 37.62 37.66 37.97 37.99 38.07 38.10 38.17 38.17 38.19 38.19 38.39 38.41 38.60 38.77 38.93 38.99 39.14 39.18 39.25 39.26 39.82 39.88 40.04 40.30 40.31 40.48 40.52 40.58 40.62 40.64 40.69 40.78 41.06 41.14 41.16 41.21 41.32 41.42 41.47 Title: Laurel Glen Water Model s:\...\dwg\water\water model\w-model.wcd 07/23/02 08:14:38 AM © Haestad Methods, Inc. Project Engineer: Wendy M. Steinbeisser Allied Engineering WaterCAD v4.5 [4.501 5a] 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 2 of 3 J-139 J-129 J-138 J-105 J-18 J-44 J-113 J-86 4,743.16 4,736.32 4,735.38 4,733.88 4,740.08 4,733.41 4,736.58 4,736.28 4,738.25 4,738.69 4,732.27 4,730.12 4,737.69 4,734.48 4,736.31 4,734.34 4,735.06 4,729.94 4,735.00 4,736.21 4,736.29 4,737.73 4,731.24 4,736.11 4,737.38 4,732.16 4,732.28 4,732.87 4,732.61 4,731.50 4,731.21 4,735.09 4,725.90 4,731.01 4,725.47 4,724.69 4,725.08 4,729.83 4,729.49 4,729.14 4,741.69 4,727.33 4,730.02 4,729.71 4,727.34 4,729.44 4,731.30 4,724.24 4,725.78 4,724.02 4,730.80 4,725.231 Zone-1 Zone-1 Zone-1 Zone-1 Zone-1 Zone-1 Zone-1 Zone-1 Zone-1 Zone-1 Zone-1 Zone-1 Zone-1 Zone-1 Zone-1 Zone-1 Zone-1 Zone-1i Zone-1 Zone-1 Zone-11 Zone-1 Zone-1 Zone-1, Zone-11 Zone-1 Zone-1! Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zone-11 Zon e-11 Zone-11 Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand 0.00 42.25 0.00 0.00 12.25 24.00 23.00 0.00 8.25 0.00 29.75 0.00 0.00 34.75 23.75 0.00 0,00 0.00 0.00 0.00 0.00 20.00 0.00 15.25 0.00 0.00 11.25 16.00 0.00 0.00 0.00 0.00 34.00 0.00 0.00 o.ool 32.251 22.751 24.251 o.ool o.ool o.ool 36.251 o.ool o.ool 0.001 0.00[ o.ool 28.751 22.751 0.001 0.001 Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak hlour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Fixed Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Fixed Peak Hour Fixed Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak hlour Peak Hour Fixed Peak Hour Fixed Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour 0.00 50.70 0.00 0.00 14.70 28.80 27.60 0.00 9.90 0.00 35.70 0.00 0.00 41.70 28.50 0.00 0.00 0.00 0.00 0.00 0.00 24.00 0.00 18.30 0.00 0.00 13.50 19.20 0.00 0.00 0.00 0.00 40.80 0.00 0.00 0.00 38.70 27.30 29.10 0.00 0.00 0.00 43.50 0.001 0.00 o.ool 0.001 o.ool 34.501 27.301 0.001 0.00 I 4,807.05 4,811.56 4,811.56 4,810.99 4,817.38 4,810.99 4,814.44 4,814.45 4,816.73 4,817.21 4,810.99 4,809.02 4,816.68 4,813.70 4,815.58 4,813.68 4,814.43 4,809.31 4,814.42 4,815.77 4,816.11 4,817.65 4,811.19 4,816.11 4,817.421 4,812.36 4,812.61 4,813.491 4,813.331 4,812.371 4,812.101 4,816.11 4,807.281 4,812.631 4,807.261 4,806.571 4,807.11 4,811.91 4,811.571 4,811.36] 4,823.971 4,809.81 4,812.591 4,812.381 4,810.281 4,812.591 4,814.521 4,807.581 4,809.131 4,807.631 4,814.501 4,809.141 27.64 32.55 32.96 33.36 33.44 33.56 33.69 33.82 33.95 33.97 34.06 34.14 34.18 34.27 34.29 34.33 34.34 34.34 34.36 34.42 34.53 34.58 34.59 34.61 34.63 34.70 34.76 34.88 34.92 34.99 35.00 35.05 35.21 35.31 35.38 35.43 35.49 35.51 35.51 35.57 35.60 35.69 35.73 35.77 35.89 35.98 36.01 36.06 36.06 36.17 36.21 36.30 Title: Laurel Glen Water Model s:\...\dwg\water\water modet\w-model.wcd 07/23/02 08:14:38 AM © Haestad Methods, Inc. Project Engineer: Wendy M. Steinbeisser Allied Engineering WaterCAD v4.5 [4.501 5a] 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 3 0.014 0.022 0.020 0.022 0.009 0.012 0.007 0.034 3,151 8,275 11,620 6,380 6,341 9,010 9,493 10,653 10,112 7,405 8,082 6,322 5,742 4,234 6,902 6,051 6,670 2,726 3,770 2,301 10,537 308,838 2.19 5.75 8.07 4.43 4.40 6.26 6.59 7.40 7.02 5.14 5.61 4.39 3.99 2.94 4.79 4.20 4.63 1.89 2.62 1.60 7.32 214.47 1 2 Area that contributes to junction Ratio of area contributing to junction over total area of subdivision 3 Area ratio * total demand 308,838 gpd 4 Demand(gpd) /1440 The distribution system must account for peak periods of daily use. Peaking factors are applied to the average daily demand and account for these peak periods in daily use. The peaking factors used are maximum daily use and peak hour and are obtained from the City of Bozeman Design Standards, July 2001. The following are the peaking factors and the resultant flows fi-om those factors applied to the average daily demand of 214 gpm. Table 3 Peaking Factors Flow Designation Peaking Factor 1 Flow(gpm) Average Daily Demand Maximum Day Demand Peak Hour Demand 1 2.5 3 214 536 643 1 Peaking factors from City ofBozeman Design Standard Manual, July 2001, page 39 Flow = Peaking Factor x Average Daily Demand u Fire flows were estimated using the 1994 Unifonn Fire Code (1994 UFC). The building category selected was Type V-N (buildings may be of any material allowed by code) with a maximum footprint of 90,000 square feet. The required fire flow of 8000 gpm was obtained from Table A-III-A1 of the 1994 UFC for this size of building. A reduction in required fire 4 4 5 6 7 8 9 10 11 12 13 14 15 16 18 22 23 24 25 26 27 30 31 33 34 Area (acres) 1.77 1.2 2.18 3.44 2.3 3.5 5.27 8.27 4.68 2.63 2.9 3.01 5.01 6.08 5.24 4.16 2.52 2.47 2.77 2.68 2.11 1.12 3.48 1.1 2.04 2.41 1 Area Ratio2 Demand (spd)3 0.011 0.008 0.014 0.022 0.014 0.022 0.033 0.052 0.029 0.016 0.018 0.019 0.031 0.038 0.033 0.026 0.016 0.015 0.017 0.017 0.013 0.007 0.022 0.007 0.013 0.015 3,422 2,320 4,215 6,651 4,447 6,767 10,189 15,989 9,048 5,085 5,607 5,819 9,686 11,755 10,131 8,043 4,872 4,775 5,355 5,181 4,079 2,165 6,728 2,127 3,944 4,659 Demand (sum) 2.38 1.61 2.93 4.62 3.09 4.70 7.08 11.10 6.28 3.53 3.89 4.04 6.73 8.16 7.04 5.59 3.38 3.32 3.72 3.60 2.83 1.50 4.67 1.48 2.74 3.24 3