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HomeMy WebLinkAbout06 - Design Report - Baxter Meadows Ph 6 - Water, Sewer, Storm DESIGN REPORT BAXTER MEADOWS SUBDIVISION PHASE 6 l BOZEMAN, MONTANA I June 5, 2006 Prepared for., PC DEVELOPMENT Prepared by., Tham ,Dftn &fl»» us,Inc. THOMAS, DEAN AND HOSKINS, INC. HitN T215 W MENDENHALL, SUITE C-1 D& I Ee&eerin,g Conoultanfs + BOZEMAN, MT 59715 ����` C)N TAN II � � E. ' IN 0. E w Project No. B05-016-023 � Tt�. is N Spa•'``a`\` �irnnm� Purpose The purpose of this report is to explain how water, sanitary sewer, and storm sewer facilities are designed to meet City of Bozeman Design Standards and provide service to Baxter Meadows Subdivision Phase 6. This report documents preparation of the detailed design. Introduction Baxter Meadows Subdivision, Phase 6 is located in the northwestern area of the City of Bozeman, Montana. The project is bounded by Ferguson Avenue on the west, undeveloped area to the north, Galloway Avenue on the south, and Phase 2C Linear Park on the east. The subdivision is zoned R-3 and B-2 as found in the Bozeman Zoning Ordinance. The improvements include extending existing City water and sewer service to the site, construction of on-site water and sewer mains, private streets (curb, gutter and sidewalk) and stormwater management facilities. To insure that the water and sewer systems have adequate capacity, it has been assumed that there is 1 dwelling unit per 3000 s.f. of residential zoned space. Design Report Water The proposed water system will tie into the existing mains that were constructed in previous phases of the development on Kimberwicke Street, Milkhouse Avenue and Gallatin Green Boulevard. The water mains have been modeled using WaterCAD to determine pipe sizes necessary to provide adequate domestic and fire flow to the buildings and the hydrants located throughout the development. Water CAD model calibration can be seen in Appendix A and calculations pertaining to Phase 6 are in Appendix B. Water system modeling was based on a 3:1 maximum hour to average day ratio and a 2.5:1 maximum day to average day ratio. Fire flow demands are derived from ISO criteria. New water mains will be 8"diameter minimum, class 51, ductile iron pipe. Hydrant leads will be 6"ductile iron pipe. Water service pipes and meters have been sized based on the number of fixture units estimated for each residential lot according to the City of Bozeman Building Division water service worksheet. Sewer The proposed sewer system will connect to an existing manhole at the intersection of Kimberwicke Street and Gallatin Green Boulevard. New sewer mains will be constructed in each street within the subdivision. All new mains will be SDR 35 PVC, 8" diameter minimum. The mains have been sized for the development based upon the following values: • 2.54 persons/ unit(assumed) • 72 gallons/ capita / day • 150 gallons/ acre/ day infiltration 48 single dwelling lots = 121.92 persons 2 multifamily lots(assume 1 dwelling per 3,000 sf) = 93580/ 3000 x 2.54 = 79.23 persons 121.92 + 79.23 = 201.2 persons. 201.2 persons x 72 = 14,486 gpd Total subdivision area is 11.42 acres rendering 1,713 gpd infiltration. Average Total Flow = 14,486 + 1,713 = 16,199 gpd = 11.25 gpm Peaking factor of 4.15 yields a peak flow of 46.69 gpm. An 8" main at minimum slope is more than adequate as its capacity at 75% is 353 gpm. All flow generated from Phase 6 will flow to a lift station that was sized for the entire build-out condition for all of Baxter Meadows. Individual sewer services have been provided for each lot within the development. The sewer services will be 4" minimum. The services are based upon the fixture unit values for individual lots. Pavement Design and Construction Design Considerations The performance of the pavement for the proposed Baxter Meadows Subdivision, Phase 6 depends upon several factors, including (1) the characteristics of the supporting soil; (2) the magnitude and frequency of wheel load applications; (3) the quality of available construction materials; and (4)the desired period of design life. Based on the near surface materials encountered in the backhoe test pits, the predominant subgrade will either be a poorly graded GRAVEL (GP) or a silty CLAY (CL) soil. We recommend excavating to subgrade depth to determine if the resulting subgrade is gravel or clay. If the subgrade is native gravel, we recommend scarifying and re-compacting the upper 12 inches of the subgrade prior to constructing the base course gravel and asphalt pavement section. If the resulting subgrade is clay, we recommend over-excavating the clay, placing a geotextile, and constructing the base course and sub-base gravel section on top of the geotextile prior to placing the asphalt surfacing. The magnitude and frequency of wheel load applications have been estimated based on a 20- year design life, and the following parameters were used along with the AASHTO Pavement Design Method of Analysis to develop flexible pavement sections as detailed below: Reliability (R) = 95% Standard Deviation (So) = 0.35 Design Period (N) = 20 years 18-kip Equivalent Single Axle Loads (ESAL's)for Local Streets = 50,000 CBR(gravel) = 25 (Mr = 13,500 psi) CBR(clay) = 3.0 (Mr = 4,500 psi) Design Serviceability Loss = 1.9 Flexible Pavement Requirements The proposed streets should be constructed with a total required flexible pavement thickness and individual layer thickness as follows: Local Streets w/ Native Gravel Subgrade: 3.0 inches of Hot Mix Asphaltic Concrete 6.0 inches of Base Course Gravel (11/2 inch Minus Crushed) Scarified and Re-compacted Native Subgrade Gravel 9.0 inches Total Pavement Section Local Streets w/ Native Silty Clay Subgrade: 3.0 inches of Hot Mix Asphaltic Concrete 6.0 inches of Base Course Gravel (11/2 inch Minus Crushed) 9.0 inches of Sub-Base Gravel (Site Pit Run Gravel) or Native Subgrade Gravel Scarify &Re-compact 12 inches of Clay Subgrade *(Note: Separation/Stabilization Geotextile should be used for silty clay subgrade) 18.0 inches Total Pavement Section * It should be noted that when these silty CLAY (CL) subgrade soils become saturated, they lose strength and are difficult to compact due to "pumping." Therefore, it is recommended that a separation/stabilization geotextile be used between the clay subgrade and the gravel sub-base course to facilitate compaction during construction. If this condition occurs, additional expense should be anticipated, and a contingency for the extra costs should be incorporated into the plans and specifications. Specification Requirements The following items should be incorporated into the project plans and specifications: 1. Hot Mix Asphaltic Concrete Surface— Montana Public Works Standard Specifications (MPWSS) Performance Graded (PG) binder having a 58-28 grade in accordance with AASHTO MP1. 2. Crushed Base Course — Crushed Base Course 11/2 inch Minus Gravel conforming to Section 02235 of the Montana Public Works Standard Specifications (MPWSS) - The material should be compacted to a minimum of 97 percent of AASHTO T-99 Proctor near optimum moisture content. 3. Sub-Base Course - Sub-Base Course 3 inch Minus Pit Run Gravel from site. The materials should be compacted to a minimum of 97 percent of AASHTO T-99 Proctor near optimum moisture content. 4. Separation/Stabilization Geotextile — Mirafi 600X Woven fabric, or equal, should be used to facilitate compaction of sub-base gravels over saturated, pumping subgrade soils. The geotextile should be specified between the subgrade soils and the sub-base course gravel using the manufacturer's recommendations. General Recommendations The analysis and recommendations submitted in this report are based upon the data obtained from soil boring logs at the site by SK Geotechnical in 2000 and 2001. Variations occur between specific sites tested, the nature and extent of which do not become evident until additional exploration or construction is conducted. A re-evaluation of the recommendations presented in this report should be made after performing on-site observations during construction to note the characteristics of any variations. Stormwater Treatment Solids, silt, oils, grease and other pollutants will be removed from the stormwater prior to discharge from the site as required by the City of Bozeman Design Standards. Grass lined swales or detention ponds will be designed as part of the stormwater system. Catch basins will collect heavier solids before they are run into the detention facilities. Grass lined swales or ponds will remove much of the grease, oils and silt from the stormwater. Based on technical research, grass lined swales/ponds trap urban runoff contaminants and provide a high level of treatment. The detention facilities will allow time for solids to settle out of the stormwater. Grease and oils coming in contact with the grass will stick to the grass and biodegrade naturally. Stormwater Conveyance In the pre-developed condition, stormwater from Baxter Meadows Phase 6 flows to the north. An existing spring ditch, running south to north on the east edge of the development, collects some of the stormwater. Some of the stormwater infiltrates into the ground and some of the stormwater runs off the site to the adjacent property north of the development. After development, stormwater leaving the site will be limited to pre-development runoff rates. Our design shall collect storm runoff in catch basins and pipe it to new and existing detention ponds. The Stormwater Plan, in Appendix C, shows a schematic of this concept. Pond 4 was constructed with Baxter Meadows Phase 2C & 2D. Pond construction was oversized and will allow runoff generated along Gallatin Green Boulevard to be added into the pond without expansion. A new pond, Pond A, shall be constructed to the north of Phase 6, near Cattail Street, as seen on the Stormwater plan. At this time, Pond A shall be constructed to a minimum 9347 cf retention pond. The pipe network flowing to pond A shall instead be an open channel v- ditch. In the future, Pond A shall become a 12,347 cf detention pond with adequate capacity for all of Baxter Meadows directly north of Phase 6. Stormwater running the v-ditch shall be piped as the storm drain system is continued to the north. The drainage basin outline is shown on the Stormwater Plan. The Rational Formula was used to calculate peak stormwater flow rates. Inlet capacity for inlets in a sag condition is 3.2 cfs to maintain 9.5 feet of water into to roadway. All inlets in Baxter Meadows Phase 6 are in a sag condition. Flows to individual inlets do not exceed 3.2 cfs in any instance making inlet placement adequate. Stormwater inlets and pipes are designed to handle a 25-year storm event. The standard inlet used for design is a Neenah 3067. A 10-year design storm was used for detention pond capacity. All stormwater calculations can be viewed in Appendix C. Groundwater Groundwater was monitored for the entire Baxter Meadows Subdivision on November 29, 2000. Groundwater depth in the Phase 6 area was 6.0 feet in the soil borings on that date. Road profiles throughout the development are set above existing ground. APPENDIX A WATER MODEL CALIBRATION Water Model Calibration The Baxter Meadows water model was calibrated using 3 hydrant flow tests that were conducted by the City of Bozeman between April 2004 and December 2005. Since that time two other tests have been conducted. These tests have also been used to calibrate the model and the results appear reasonable. Hydrant test results are included in the appendix. The model was calibrated to both the static and residual pressures that were recorded during the flow tests. Pumps and PRV's from Peccia's original model constructed in 2003 were used in the model. Current PRV settings were based on setting information received from the City of Bozeman on May lst, 2006. The downstream pressures settings from the City of Bozeman PRV sheet were used and resulted in tolerable results when calibrating the model. Flow at nodes not located in Cattail Creek or Baxter Meadows Subdivision were also adjusted to fine tune the residual pressures at each hydrant test location. The model was run with the flow that was measured in the field at each node that a fire hydrant flow measurement was conducted. The residual pressures the model outputted were checked against the pressures measured in the field. The model closely resembles conditions that were encountered in the field. They are not exact because each of the fire hydrant flow tests was conducted on different days when different water demands and tank water elevations were occurring. WaterCAD output for static conditions and each fire hydrant residual conditions are included. Junction locations can be seen on the attached node map. A summary sheet has been prepared and is included on the next page. ui m co M .rt r N u) Cv n (� `t r LL) O N r 00 00 U In O 00 (D f� f- C) 0) N 00 0 C 0) N Ln M 00 N 1l M (D I� V Lq (3) O O r 1� T 00 Q) O O � M M O M 00 (D 1- I- N r M r 0 a) 0) M Cf) r N Q) (D r M M T U 00 O M O Lq N U r1l: M L(7 M N It OM In r 0 r M N 1- M L L 0 a 0 n O O 0 LID LO O Ln N 00 00 00 Ln 7 r O T O a) j 7 7 O (N 00 00 cA U cA ctiz U) O U) (d t cA � U) a- md Q N O S 00 r- r- 00 (D r Cf) N (D T M I- 'IT 00 M 00 O) O (D Cl O Lq N 7 (O f� (M Ln Ln N O O U 'y M N Ln N 00 (0 00 a) (O Ln -0 a) a) M d Ln CO Ln N O p N N r T T 0) 0) N C).O O O . O O O C) O) a) 00 00 O a)T T T T T T T T CL) T T T T Coa) M 1, VJ L L W 70 O N O N 2 d 1 1 2 M t (O In M O f- III, T I,- O MID T 'IT CA C) Ln O 00000 V � OrN M (D I� (O OR Cl? 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T T T cd ro cC cLi U) ^ r (D _ CE cCO � cu Ir f� c>3 O 7 a O O C _0 'a -p C C .` .7 co a 0 Lb CD Ui N co LtY N 4 O 3 (r oC 3 t }p— 3 oC oC O cc$ W p .0 -O 'a O O -a a C vfnln � lL c c -0 a) � � (nLLCIS co (d N a) 30 o Y _p a) a) O p (C U) LL (n U) (n LL U) I.L (n U) U) LL (n U) (n U) lL U) lL (n UL� ULv UJ .0 O O o O O w O a) O O z � coca ca aLdcSw 0 ca (Z MCO U cc mmJ U ) Steven Carter - TD&H control valve.xis Page 1 Station # Location Vault Setting Upstream Downstream 1 Manley Road 80 psi 137psi 80 psi / 2 Gallatin Park 95 psi 140 psi 95 psi Y7 13,5 3 Eleventh South of Tschache 124 psi > 160 psi 124 psi �7aq,/'Z-- (jJ Tschache West of Eleventh 92 psi 124 psi 105 psi 5 Costco Pressure Relief 148 psi 138 psi #721 6 Stoneridge North of Oak 85 psi 158 psi 97 psi --�7 Oak West of Woodland 75 psi 165 psi 83 psi 8 Snapdragon and 27th 75 psi 140 psi 81 psi Hunters Way North of Durston 75 psi 142 psi 78 psi 10 Durston West of Ferguson 80 psi 145 psi 79 psi 11 Cottonwood and Babcock 70 psi 128 psi 72 psi 12 Ferguson North of Durston 80 psi 146 psi 80 psi 13 Sanders North of Durston 80 psi 146 psi 80 psi 14 Redwing 138 psi primary 133 psi secondary 152 psi 133 psi _SCra���'Y,r° 15 New Holland North of Durston 85 psi 146 psi 85 psi ow 16 N 11th Relief (South of Tschache) 176 psi 166 psi Note all data is collected during the week of 5-1-06 vi Fire Hydrant Flow Results (. v ....J NJ llloZ��`u Vile va �I o�7 - B•9-xT��2 y/1 f/� �Esr or D'wc S � Ios >z = ass ha. - lvS - do s s hF - s- - 10s - Q� = QF >< �lRo� I36 a.g SSo,s� _ a9sy.q� BPS, I hF o,s� ao o �r Vito = b 6 lad psi S - ----------------- QR I3s3.(p x -�O'sv = 3y92 . 9V 8p l !g '7 z AS I L A-S s 0 - 61111 C1A/� !t'iMd, 0C An S- 11.5 a F = 16-7.7% v+G % 1 y Z3.76e- 1'1 5- z-v = 9 S o.sa Q� - /y23 7S,�r z2 = l36 •ff6 +'� 60 BSI 12° GiNE ON f7�h/�� 60 � 1z.99 , 69 � vs-O h� 1Za - flSr� 3Z n.i 4 O Q�t� /299. 69 3 `y �2131�`7 fi I' 2 0 1 2 0 9hAping out Tutu"Together CITY OF BOZEMAN HYDRANT PRESSURETLOW REQUEST FORM Date: t j Q(� Location _j_ Hydrant# j Static Pressure Pho Pressure Residual Pressure Requested By: Fax#: .5%_�-!9�'L Done By: Ste' Altr 40 COK PROPERTY od1 1 .............. ......... 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H N SU4 MNaN "SRO" HOU 410H Oil! §tV1 wHoo HER 11111 SM HER REAR P561 119H I&CH Mi E.—M Rill Ilia I h ��$ 9,416 Rill gill 111% 110 M3 ME "U .1196 a o e N a POOI $.119, Rill Ilia 1111 Mg IM OW OU 2§111 w a A q �m N C (D . 9o� M� WA IEEE II a 501 H 1$MM IM HU M5 � (� O N "!'� M�n rl ri 1 N IEEE �M! � 1� .fir �b,, p pp Cnpc� C��j�p �Gp cy.}yG p Gp` p 8ep .7 Gy NNEiN �I Ci C�cC� MC 1[� O`~'.• .MMMni M �.�d'� .r.sxq+ A1.R �.H•tw1' O e1 o M Fr.pp. �.N.inga o0 caooa r+ Areas C r. Outlets Areas Cir. Outlets OBN14RAL Square Square Diameter Area Diameter Area Root No. Root Velocity through circular orifice. ins. ft. s .in. a .ft. Iris. ! ft. sq.in. sq. 408.Q 6.9161 60 7.0711 1 .042 .106 .0014 15 1.250 176.7 1.227 r V - d 2 1 .083 .785 .0055 18 1.833 201.1 1.896 Where V = velocity in feet per soc. . 1j .125 1.767 .0128 = discharge in gal. per min 8.0000 61 7.1414 17 1.417 227.0 1.678 c dlnmetrr 1n'inchea. A67 8.142 .0218 18 1.500 264.E 1.767 8.0828 62 7.2111 Velocity Head at any cross section. 2 .248 4.000 .O;I41 000189 Q 2 21 .229 GJ90 .04 i2 19 1.588 289.E LM 8.1844 68 7.2801 Vh a 20 1.667 814.2 2.li� A 6.2460 54 7.8485 a ''� 0401 Where a discharge at section, ai ,292 9.021 .06b8 22 1.833 380.1 LOW g =cross section area, sq. M .333 12.57 0818 24 4000 462.4 &142 Vh=Vel. head in lbs. per sq. in 6.8246 66 7.4162 44 .375 15.00 M04 28 1a7 630.9 3.887 Water horsepower. 6:4081 be 7.4888 5 .417 19.63 .1304 28 383 615.8 4278 H. P. a A0M P.D.Q. � 458 28.Ta .16 f0 a A00a.168 P D. 6:4807 67 7.5498 0 .504 28•Y2. ]Dtf3 30 7089 4.900 Whets discharge in al. per m1n 6] .612 38.18 MW 92 7 8H.2 &M Pressure bead in pounds. Pi- Pressure head In feet. 8.6674 68 7.8158 T .588 3R48 2078 34 2" 907.9 6.305 D= Density(fresh water D 6.6882 69 7.6811. 71 AM 44.18 M lid 8.0001018. 7.009 a .867 50.27 .34U1 Temperature 708 56,75 .3041 88 167 1134. 7.876 Deg.C._(de F,-S2)- �( .65668. 8.7082 60 7.7480 40 .888 7. 8.727 Deg.F:_(Le!X•deg. C) +82 li 'AM 68.62 .4418 Capacity of centrifugal pumps (approx. ¢.7828 el 7.8102 9; 792 70.$ 4922 42 .tf00 1�5. 9.821 Q 30 d7 where d � ddischar 1 10 A33 78. .5464 44 88T 152L 10.56 diameter in inches. 6.8667 62 7.8740 and Q =gal. per min. 11 .917 95.03 .6800 48 .8331662 Carrying capacity of comparative pipe 6.9282 63 7.9373 12 1.000 113.1 .7854 48 4.0001810. .57 of dissimilar diameters (approximate) + 7.0000 64 5.0000 13 1.083 132.7 .9218 g0 4.167 1963. 13.64 Q e where d � diameter. 14 11.167 158.9 a discharge. C' lNII YNr OOm.1A til&CU". 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O W mmm P N m N w N N In"Co N N N N N N m N N W W G NNY,+O OmmO)OD .l V mm W W i.WiON NY 00 ' mYm,+m YmYm1. mONO W OA•m&m\ Wm U- N Water CAD Model Output Scenario: Calibration to Cattail hyc _,it flows Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) Calculatedl iydraulic Grad (psi) (gpm) (ft) J-11 a 4,654.00 Calibrate Demand 84.00 Fixed 84.00 4,915.45 113.12 J-47 4,655.00 Calibrate Demand 0.00 Fixed 0.00 4,915.62 112.76 J-575 4,671.00 Calibrate Demand 0.00 Fixed 0.00 4,912.78 104.61 J-577 4,680.00 Calibrate Demand 0.00 Fixed 0.00 4,908.62 96.91 J-603 4,665.00 Calibrate Demand 0.00 Fixed 0.00 4,910.31 106.13 J-628 4,716.00 Calibrate Demand 3.84 Fixed 3.84 4,909.09 83.54 J-629 4,712.00 Calibrate Demand 1.19 Fixed 1.19 4,908.68 85.09 J-1049 4,687.00 Calibrate Demand 3.84 Fixed 3.84 4,907.90 95.57 J-1068 4,693.00 Calibrate Demand 1.19 Fixed 1.19 4,906.65 92.44 J-1069 4,696.001 Calibrate I Demand 1 1,362.001 Fixed 1 1,362.001 4,906.29 90.98 Title:Baxter Meadows Project Engineer:Keith Waring j:\...\phase iii modl calibrate phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 05/16/06 08:26:43 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Calibration to Cattail hyL nt flows Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) Calculated lydraulic Grad (psi) (gpm) (ft) J-11 a 4,654.00 Calibrate Demand 84.00 Fixed 84.00 4,917.18 113.87 J-47 4,655.00 Calibrate Demand 0.00 Fixed 0.00 4,917.32 113.50 J-575 4.671.00 Calibrate Demand 0.00 Fixed 0.00 4,915.07 105.60 J-577 4,680.00 Calibrate Demand 0.00 Fixed 0.00 4,911.77 100.28 J-603 4,665.00 Calibrate Demand 0.00 Fixed 0.00 4,913.10 107.34 J-628 4,716.00 Calibrate Demand 1,300.88 Fixed 1,300.88 4,908.39 83.24 J-629 4,712.00 Calibrate Demand 1.19 Fixed 1.19 4,908.63 85.07 J-1049 4,687.00 Calibrate Demand 3.84 Fixed 3.84 4,911.21 97.00 J-1068 4,693.00 Calibrate Demand 1.19 Fixed 1.19 4,910.27 94.00 J-1069 1 4,696.001 Calibrate I Demand 1 0.00 1 Fixed 1 0.001 4,909.991 92.58 Title:Baxter Meadows Project Engineer: Keith Waring j:\...\phase iii modl calibrate phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 05/16/06 08:28:54 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Calibration to Cattail hyc .it flows Fire Flow Analysis Junction Report L SS v,2�i✓j Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) Calculatedl iydraulic Grad (psi) (gpm) (ft) J-11 a 4,654.00 Calibrate Demand 84.00 Fixed 84.00 4,913.67 112.35 J-47 4,655.00 Calibrate Demand 0.00 Fixed 0.00 4,913.87 112.00 J-575 4,671.00 Calibrate Demand 0.00 Fixed 0.00 4,910.39 103.57 J-577 4,680.00 Calibrate Demand 1,423.00 Fixed 1,423.00 4,900.78 95.52 J-603 4,665.00 Calibrate Demand 0.00 Fixed 0.00 4,907.35 104.85 J-628 4,716.00 Calibrate Demand 3.84 Fixed 3.84 4,909.90 83.89 J-629 4,712.00 Calibrate Demand 1.19 Fixed 1.19 4,909.51 85.45 J-1049 4,687.00 Calibrate Demand 3.84 Fixed 3.84 4,905.31 94.45 J-1068 4,693.00 Calibrate Demand 1.19 Fixed 1.19 4,906.88 92.53 J-1069 4,696.00 Calibrate Demand 0.00 1 Fixed 1 0.001 4,907.311 91.43 Title: Baxter Meadows Project Engineer: Keith Waring j:\...\phase iii modl calibrate phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.51201 05/16/06 08:28:16 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Calibration to Cattail hya, it flows Fire Flow Analysis Junction Report C"Wa;.'4 Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) Calculatedl iydraulic Grad (psi) (gpm) (ft) J-11 a 4,654.00 Calibrate Demand 1,537.00 Fixed 1,537.00 4,907.35 109.61 J-47 4,655.00 Calibrate Demand 0.00 Fixed 0.00 4,908.68 109.75 J-575 4,671.00 Calibrate Demand 0.00 Fixed 0.00 4,910.29 103.53 J-577 4,680.00 Calibrate Demand 0.00 Fixed 0.00 4,911.33 100.09 J-603 4,665.00 Calibrate Demand 0.00 Fixed 0.00 4,910.87 106.38 J-628 4,716.00 Calibrate Demand 3.84 Fixed 3.84 4,914.01 85.67 J-629 4,712.00 Calibrate Demand 1.19 Fixed 1.19 4,913.79 87.30 J-1049 4,687.00 Calibrate Demand 3.84 Fixed 3.84 4,911.55 97.15 J-1088 4,693.00 Calibrate Demand 1.19 Fixed 1.19 4,912.31 94.86 J-1069 4,696.00 Calibrate I Demand 1 0.001 Fixed 1 0.00 4,912.55 93.69 Title:Baxter Meadows Project Engineer: Keith Waring F\...\phase iii modl calibrate phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 05/16/06 08:27:18 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 08708 USA +1-203-755-1666 Page 1 of 1 Scenario: Calibration to Cattail hyd, .it flows Fire Flow Analysis Junction Report G,4 Y7Atl- S 7/ r Y YL40�-V7 Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) Calculated iydraulic Grad (psi) (gpm) (ft) J-11 a 4,654.00 Calibrate Demand 84.00 Fixed 84.00 4,913.22 112.15 J-47 4,655.00 Calibrate Demand 0.00 Fixed 0.00 4,913.43 111.81 J-575 4,671.00 Calibrate Demand 0.00 Fixed 0.00 4,909.77 103.30 J-577 4,680.00 Calibrate Demand 0.00 Fixed 0.00 4,907.35 98.37 J-603 4,665.00 Calibrate Demand 1,384.00 Fixed 1,384.00 4,906.57 104.52 J-628 4,716.00 Calibrate Demand 3.84 Fixed 3.84 4,911.40 84.54 J-629 4,712.00 Calibrate Demand 1.19 Fixed 1.19 4.911.07 86.13 J-1049 4,687.00 Calibrate Demand 3.84 Fixed 3.84 4,907.72 95.49 J-1068 4,693.00 Calibrate Demand 1.19 Fixed 1.19 4,908.86 93.39 J-1069 4,696.00 Calibrate Demand 0.00 Fixed 0.00 4,909.22 92.25 Title: Baxter Meadows Project Engineer:Keith Waring j:\...\phase iii modl calibrate phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.51201 05/16/06 08:27:45 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Calibration to Cattail hya. it flows Fire Flow Analysis Junction Report 5T�'T/G Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) Cal c ulatedl iydraulic Grad (psi) (gpm) (ft) J-11 a 4,654.00 Calibrate Demand 84.00 Fixed 84.00 4,939.03 123.32 J-47 4,655.00 Calibrate Demand 0.00 Fixed 0.00 4,939.04 122.89 J-575 4,671.00 Calibrate Demand 0.00 Fixed 0.00 4,939.04 115.97 J-577 4,680.00 Calibrate Demand 0.00 Fixed 0.00 4,939.06 112.08 J-603 4,665.00 Calibrate Demand 0.00 Fixed 0.00 4,939.05 118.57 J-628 4,716.00 Calibrate Demand 1.19 Fixed 1.19 4,939.43 96.67 J-629 4,712.00 Calibrate Demand 1.19 Fixed 1.19 4,939.40 98.38 J-1049 4,687.00 Calibrate Demand 3.84 Fixed 3.84 4,939.07 109.06 J-1068 4,693.00 Calibrate Demand 1.19 Fixed 1.19 4,939.17 106.51 J-1069 4,696.001 Calibrate I Demand 1 0.00 1 Fixed 1 0.001 41939.21 105.23 Title: Baxter Meadows Project Engineer: Keith Waring j:\...\phase iii modl calibrate phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.51201 05/16/06 08:29:40 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Baxter Phase 3 Maa ay Fire Flow Analysis Junction Report /q DAy /C su.✓ei�cs✓S Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) Calculatedl iydraulic Grad (psi) (gpm) (ft) J-1 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,926.55 98.02 J-1 b 4,644.00 Cattail Demand 0.00 Fixed 0.00 4,784.48 60.78 J-2 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,920.95 95.59 J-2a 4,640.20 Cattail Demand 27.35 Fixed 27.35 4,784.48 62.42 J-3 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,911.05 91.31 J-3a 4,669.00 Cattail Demand 0.00 Fixed 0.00 4,799.48 56.45 J-3b 4,641.00 Cattail Demand 7.05 Fixed 7.05 4,784.57 62.12 J-4a 4,640.50 Cattail Demand 3.53 Fixed 3.53 4,784.83 62.44 J-41b 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,894.48 84.14 J-5 4,641.00 Cattail Demand 0.00 Fixed 0.00 4,785.68 62.60 J-6a 4,641.00 Cattail Demand 15.88 Fixed 15.87 4,787.57 63.42 J-6aa 4,641.00 Cattail Demand 202.50 Fixed 202.50 4,795.28 66.75 J-7 4,639.00 Cattail Demand 0.00 Fixed 0.00 4,789.08 64.93 J-7a 4,639.00 Cattail Demand 202.50 Fixed 202.50 4,795.28 67.61 J-8 4,639.00 Cattail Demand 0.00 Fixed 0.00 4,789.08 64.93 J-9 4,645.50 Cattail Demand 0.00 Fixed 0.00 4,787.88 61.60 J-10 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 5.034.99 144.94 J-10a 4,645.50 Cattail Demand 0.00 Fixed 0.00 4,787.88 61.60 J-10aa 4,653.00 Cattail Demand 0.00 Fixed 0.00 4,799.29 63.29 J-11 4,645.70 Cattail Demand 201.28 Fixed 201.27 4,787.89 61.52 J-11 a 4,654.00 Calibrate Demand 84.00 Fixed 84.00 4,784.60 56.51 J-12 4,653.00 Cattail Demand 0.00 Fixed 0.00 4,794.89 61.39 J-12a 4,655.00 Cattail Demand 52.50 Fixed 52.50 4,783.00 55.38 J-13 4,646.00 Cattail Demand 0.00 Fixed 0.00 4,785.62 60.41 J-13a 4,655.00 Cattail Demand 45.00 Fixed 45.00 4,782.39 55.12 J-14 4,646.00 Cattail Demand 0.00 Fixed 0.00 4,785.62 60.41 J-14a 4,655.00 Cattail Demand 120.00 Fixed 120.00 4,782.21 55.04 J-15 4,646.30 Cattail Demand 171.98 Fixed 171.98 4,785.46 60.21 J-15a 4,651.00 Cattail Demand 52.50 Fixed 52.50 4,781.96 56.66 J-16 4,652.00 Cattail Demand 1,453.00 Fixed 1,453.00 4,783.92 57.07 J-16a 4,667.00 Cattail Demand 30.00 Fixed 30.00 4,781.68 49.62 J-17 4,641.70 Cattail Demand 0.00 Fixed 0.00 4,785.65 62.28 J-17a 4,671.00 Cattail Demand 120.00 Fixed 120.00 4,781.24 47.69 J-18 4,641.70 Cattail Demand 0.00 Fixed 0.00 4,785.65 62.28 J-18a 4,676.00 Cattail Demand 262.50 Fixed 262.50 4,780.26 45.11 J-19 4,642.00 Cattail Demand 0.00 Fixed 0.00 4,784.69 61.73 J-20 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 5,034.59 144.76 J-20a 4,642.00 Cattail Demand 0.00 Fixed 0.00 4,784.69 61.73 J-21 4,650.00 Cattail Demand 0.00 Fixed 0.00 4,783.73 57.86 J-22 4,650.00 Cattail Demand 0.00 Fixed 0.00 4,783.73 57.86 J-22a 4,676.00 Cattail Demand 0.00 Fixed 0.00 4,782.09 45.90 J-23 4,650.00 Cattail Demand 18.52 Fixed 18.52 4,783.69 57.84 J-23a 4,671.00 Cattail Demand 157.50 Fixed 157.50 4,783.31 48.59 J-24 4,652.70 Cattail Demand 0.00 Fixed 0.00 4,783.41 56.55 J-24a 4,664.00 Cattail Demand 300.00 Fixed 300.00 4,789.95 54.49 J-25a 4,668.00 Cattail Demand 0.00 Fixed 0.00 4,793.22 54.18 J-26 4,652.70 Cattail Demand 0.00 Fixed 0.00 4,783.37 56.54 J-27 4.652.70 Cattail Demand 0.00 Fixed 0.00 4,783.37 56.54 J-28 4,651.50 Cattail Demand 31.75 Fixed 31.75 4,783.69 57.19 J-28a 4,668.00 Cattail Demand 15.00 Fixed 15.00 4,782.36 49.48 J-29 4,651.00 Cattail Demand 0.00 Fixed 0.00 4,783.72 57.42 J-29a 4,664.00 Cattail Demand 22.50 Fixed 22.50 4,782.24 51.16 Title: Baxter Meadows Project Engineer:Keith Waring j:\...\watercad\phase iii modl phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 05/16/06 08:11:28 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 5 Scenario: Baxter Phase 3 Max ay Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) Cal c ulatedl iydraulic Grad (psi) (gpm) (it) J-30 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 5,033.16 144.14 J-30a 4,651.00 Cattail Demand 0.00 Fixed 0.00 4,783.72 57.42 J-30aa 4,660.00 Cattail Demand 22.50 Fixed 22.50 4,782.33 52.93 J-31 4,642.00 Cattail Demand 0.00 Fixed 0.00 4,784.46 61.63 J-31a 4,642.00 Cattail Demand 0.00 Fixed 0.00 4,792.10 64.94 J-32 4,642.00 Cattail Demand 0.00 Fixed 0.00 4,784.46 61.63 J-32a 4,660.00 Cattail Demand 15.00 Fixed 15.00 4,782.24 52.89 J-33 4,649.30 Cattail Demand 79.37 Fixed 79.37 4,783.42 58.03 J-34 4,649.00 Cattail Demand 0.00 Fixed 0.00 4,783.46 58.17 J-35 4,649.00 Cattail Demand 0.00 Fixed 0.00 4,783.46 58.17 J-36 4,641.00 Cattail Demand 0.00 Fixed 0.00 4,784.35 62.02 J-37 4,641.00 Cattail Demand 0.00 Fixed 0.00 4,784.35 62.02 J-39 4,651.50 Cattail Demand 0.00 Fixed 0.00 4,782.90 56.85 J-40 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 5,031.69 143.51 J-40a 4,651.50 Cattail Demand 0.00 Fixed 0.00 4,782.85 56.83 J-41 4,651.50 Cattail Demand 0.00 Fixed 0.00 4,782.85 56.83 J-42 4,654.00 Cattail Demand 0.00 Fixed 0.00 4,782.44 55.57 J-43 4,655.00 Cattail Demand 0.00 Fixed 0.00 4,783.07 55.41 J-44 4,641.00 Cattail Demand 39.70 Fixed 39.70 4,786.77 63.07 J-45 4,641.00 Cattail Demand 0.00 Fixed 0.00 4,786.77 63.07 J-46 4,665.00 Cattail Demand 0.00 Fixed 0.00 4,782.21 50.71 J-47 4,655.00 Calibrate Demand 0.00 Fixed 0.00 4,790.02 58.42 J-50 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 5,029.79 142.68 J-60 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 5,027.66 141.76 J-70 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 5,025.48 140.82 J-80 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 5,021.98 139.30 J-100 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,952.65 109.31 J-110 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,946.22 106.53 J-120 4.700.00 Zone-1 Demand 0.00 Fixed 0.00 4,940.63 104.11 J-130 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,935.71 101.98 J-140 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,932.06 100.40 J-150 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,910.37 91.02 J-160a 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,897.07 85.26 J-180 4,698.06 Zone-1 Demand 0.00 Pattern-1 0.00 4,887.81 82.09 J-190 4,688.73 Zone-1 Demand 0.00 Pattern-1 0.00 4,878.16 81.96 J-200 4,672.74 Zone-1 Demand 0.00 Pattern-1 0.00 4,862.21 81.98 J-210 4,655.40 Zone-1 Demand 0.00 Pattern-1 0.00 4,844.33 81.74 J-220 4,652.87 Zone-1 Demand 0.00 Pattern-1 0.00 4,834.63 78.64 J-230 4,642.87 Zone-1 Demand 0.00 Pattern-1 0.00 4,818.19 75.85 J-240 4,641.87 Zone-1 Demand 0.00 Pattern-1 0.00 4,811.41 73.35 J-250 4,648.87 Zone-1 Demand 0.00 Pattern-1 0.00 4,801.16 65.89 J-251 4,656.87 Zone-1 Demand 0.00 Pattern-1 0.00 4,801.16 62.43 J-260 4,647.97 Zone-1 Demand 0.00 Pattern-1 0.00 4,803.97 67.49 J-261 4,654.87 Zone-1 Demand 0.00 Pattern-1 0.00 4,803.97 64.51 J-265 4,648.37 Zone-1 Demand 0.00 Pattern-1 0.00 4,807.60 68.89 J-270 4,654.37 Zone-1 Demand 0.00 Pattern-1 0.00 4,807.79 66.38 J-271 4,654.87 Zone-1 Demand 0.00 Pattern-1 0.00 4,807.79 66.16 J-272 4,651.87 Zone-1 Demand 0.00 Pattern-1 0.00 4,807.79 67.46 J-273 4,656.87 Zone-1 Demand 0.00 Pattern-1 0.00 4,807.79 65.30 J-280 4,665.37 Zone-1 Demand 0.00 Pattern-1 0.00 4,808.24 61.81 J-285 4,671.87 Zone-1 Demand 0.00 Pattern-1 0.00 4,808.54 59.13 J-290 4,685.37 Zone-1 Demand 0.00 Pattern-1 0.00 4,835.36 64.89 Title:Baxter Meadows Project Engineer:Keith Waring j:\...\watercad\phase iii modl phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.51201 05/16/06 08:11:28 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 2 of 5 Scenario: Baxter Phase 3 Max -ty Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) Calculated ydraulic Grade (psi) (gpm) (ft) J-300 4,696.37 Zone-1 Demand 0.00 Pattern-1 0.00 4,855.81 68.98 J-320a 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,884.64 79.89 J-325 4,707.87 Zone-1 Demand 0.00 Pattern-1 0.00 4,869.92 70.11 J-330a 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,890.52 82.43 J-340a 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,896.07 84.83 J-350a 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,905.46 88.89 J-370 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,907.61 89.82 J-380 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,951.53 108.83 J-390 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 5,020.95 138.86 J-400 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 5,028.90 142.30 J-410 4.700.00 Zone-1 Demand 0.00 Fixed 0.00 5,043.38 148.57 J-420 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 5,038.64 146.51 J-440 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 5,000.00 129.80 J-450 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,999.34 129.51 J-460 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,997.66 128.78 J-480 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,999.38 129.53 J-490 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,999.82 129.72 J-500 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,999.98 129.79 J-510 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,937.76 102.87 J-520 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,942.93 105.10 J-530 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,948.34 107.44 J-535 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,952.12 109.08 J-569 4,690.00 BM-2A Demand 16.47 Fixed 16.48 4,759.25 29.96 J-570 4,689.00 Zone-1 Demand 0.00 Fixed 0.00 4,753.06 27.72 J-571 4,687.50 BM-26 Demand 16.45 Fixed 16.45 4,746.73 25.62 J-572 4,691.00 BM-2B Demand 250.00 Fixed 250.00 4,739.69 21.06 J-573 4,686.00 BM-213 Demand 250.00 Fixed 250.00 4,745.55 25.77 J-574 4,700.00 BM-213 Demand 0.00 Fixed 0.00 4,742.64 18.45 J-575 4,671.00 Calibrate Demand 0.00 Fixed 0.00 4,770.20 42.92 J-576 4,700.00 BM-26 Demand 0.00 Fixed 0.00 4,751.10 22.11 J-577 4,680.00 Calibrate Demand 3.84 Fixed 3.84 4,765.60 37.03 J-578 4,678.00 BM-3 Demand 0.00 Fixed 0.00 4,765.38 37.81 J-579 4,686.00 BM-3 Demand 9.70 Fixed 9.70 4,765.23 34.28 J-580 4,689.50 BM-3 Demand 9.70 Fixed 9.70 4,765.23 32.76 J-581 4,689.00 BM-3 Demand 11.47 Fixed 11.47 4,765.23 32.98 J-582 4,689.60 BM-3 Demand 7.94 Fixed 7.94 4,765.23 32.72 J-583 4,685.50 BM-3 Demand 9.70 Fixed 9.70 4,765.23 34.49 J-584 4,694.50 BM-3 Demand 5.29 Fixed 5.29 4,765.23 30.60 J-585 4,694.30 BM-3 Demand 4.41 Fixed 4.41 4.765.23 30.69 J-586 4,691.90 BM-3 Demand 7.94 Fixed 7.94 4,765.23 31.72 J-587 4,683.00 BM-3 Demand 9.70 Fixed 9.70 4,765.23 35.58 J-588 4,694.30 BM-3 Demand 8.82 Fixed 8.82 4,765.23 30.69 J-589 4,696.00 BM-3 Demand 7.06 Fixed 7.06 4,765.23 29.95 J-590 4,680.70 BM-3 Demand 3.53 Fixed 3.53 4,765.23 36.57 J-591 4,678.00 BM-3 Demand 8.82 Fixed 8.82 4,765.26 37.75 J-592 4,680.00 BM-3 Demand 0.00 Fixed 0.00 4,765.23 36.87 J-593 4,695.00 BM-3 Demand 0.00 Fixed 0.00 4,765.23 30.38 J-594 4,696.00 BM-3 Demand 3.53 Fixed 3.53 4,765.23 29.95 J-595 4,695.00 BM-3 Demand 0.00 Fixed 0.00 4,765.23 30.38 J-596 4,687.30 BM-3 Demand 2.65 Fixed 2.65 4,765.23 33.72 J-597 4,695.00 BM-3 Demand 3.53 Fixed 3.53 4,765.23 30.39 J-598 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,807.14 46.35 Title:Baxter Meadows Project Engineer: Keith Waring j:\...\watercad\phase iii modl phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.51201 05/16/06 08:11:28 PM U Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 3 of 5 Scenario: Baxter Phase 3 Max ay Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) Calculatedl iydraUlic Grarl (psi) (gpm) (ft) J-599 4,676.00 Cattail Demand 0.00 Fixed 0.00 4,807.02 56.69 J-600 4,686.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,764.03 33.76 J-601 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,807.59 46.55 J-602 4,663.00 Zone-1 Demand 0.00 Fixed 0.00 4,808.54 62.97 J-603 4,665.00 Calibrate Demand 0.00 Fixed 0.00 4,767.21 44.22 J-604 4,691.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,764.88 31.97 J-605 4,687.00 BM-2c&d Demand 0.00 Fixed 0.00 4,763.32 33.02 J-606 4,690.00 BM-phase 1 Demand 9.61 Fixed 9.61 4,764.93 32.42 J-607 4,685.00 BM-2c&d Demand 9.60 Fixed 9.60 4,763.22 33.84 J-608 4,687.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,763.64 33.16 J-609 4,633.00 Cattail Demand 0.00 Fixed 0.00 4,792.56 69.03 J-610 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,765.23 28.22 J-611 4,668.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,765.87 42.34 J-612 4,690.00 BM-2c&d Demand 0.00 Fixed 0.00 4,763.08 31.62 J-613 4,695.41 BM-2A Demand 26.48 Fixed 26.48 4,762.89 29.20 J-614 4,694.00 BM-2A Demand 26.48 Fixed 26.48 4,762.87 29.80 J-615 4,694.88 BM-2A Demand 41.68 Fixed 41.67 4.757.81 27.23 J-616 4,690.00 BM-2B Demand 16.45 Fixed 1,500.00 4,738.26 20.88 J-617 4,690.00 BM-2B Demand 200.00 Fixed 1,700.00 4,734.10 19.08 J-618 4,700.00 no fire Demand 80.00 Fixed 80.00 4,742.62 18.44 J-619 4,700.00 no fire Demand 80.00 Fixed 80.00 4,751.09 22.10 J-620 4,677.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,765.28 38.19 J-622 4.690.00 Zone-1 Demand 0.00 Fixed 0.00 4,763.54 31.82 J-623 4,686.00 BM-3 Demand 9.60 Fixed 9.60 4,765.23 34.28 J-624 4,685.00 BM-phase 1 Demand 0.00 Fixed 0.00 4,765.24 34.72 J-625 4,678.00 BM-phase 1 Demand 2.97 Fixed 2.97 4,765.26 37.76 J-626 4,675.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,765.32 39.08 J-627 4.692.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,765.51 31.81 J-628 4,716.00 Calibrate Demand 1.19 Fixed 1.19 4,806.01 38.94 J-629 4,712.00 Calibrate Demand 1.19 Fixed 1.19 4,801.92 38.90 J-630 4,708.00 BM-1 Demand 2.97 Fixed 2.97 4,797.87 38.88 J-631 4,727.00 BM-1 Demand 2.97 Fixed 2.97 4,821.63 40.94 J-632 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,808.54 46.96 J-633 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,869.92 73.52 J-634 4,700.00 1 Demand 0.00 Fixed 0.00 4,883.56 79.42 J-634a 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,887.68 81.20 J-635 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,751.10 22.11 J-636 4,691.00 BM-2c&d Demand 9.60 Fixed 9.60 4,763.54 31.38 J-637 4,681.00 BM-6 Demand 39.69 Fixed 39.69 4,763.23 35.58 J-638 4,680.00 BM-6 Demand 3.53 Fixed 3.53 4,763.26 36.02 J-639 4,683.00 BM-6 Demand 4.41 Fixed 4.41 4,763.28 34.73 J-640 4,681.00 BM-6 Demand 3.53 Fixed 3.53 4,763.28 35.60 J-641 4,682.80 BM-6 Demand 4.41 Fixed 4.41 4,763.29 34.82 J-642 4,685.00 BM-6 Demand 7.94 Fixed 7.94 4,763.29 33.87 J-700 4,714.00 BM-1 Demand 62.50 Fixed 62.50 4,839.10 54.13 J-1004 4,669.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,766.34 42.11 J-1011 4,681.00 BM-2c&d Demand 2.97 Fixed 2.97 4,765.74 36.66 J-1027 4,675.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,765.32 39.08 J-1028 4,677.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,765.28 38.19 J-1030 4,685.00 BM-2c&d Demand 9.60 Fixed 9.60 4,765.34 34.76 J-1041 4,678.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,765.24 37.74 J-1042 4,685.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,765.24 34.72 Title:Baxter Meadows Project Engineer:Keith Waring j:\...\watercad\phase iii modl phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.51201 05/16/06 08:11:28 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 4 of 5 Scenario: Baxter Phase 3 Max ay Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) Calculatedl iydraulic Grad, (psi) (gpm) (ft) J-1049 4,687.00 Calibrate Demand 3.84 Fixed 3.84 4,765.10 33.79 J-1050 4,687.00 BM-2c&d Demand 2.97 Fixed 2.97 4,765.02 33.75 J-1051 4,692.00 BM-2c&d Demand 9.60 Fixed 9.60 4,763.76 31.05 J-1052 4,687.00 BM-2c&d Demand 9.60 Fixed 9.60 4,763.04 32.90 J-1058 4,687.00 Zone-1 Demand 0.00 Fixed 0.00 4,765.14 33.81 J-1059 4,685.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,765.06 34.64 J-1061 4,692.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,764.77 31.48 J-1062 4,687.00 BM-1 Demand 9.60 Fixed 9.60 4,765.17 33.82 J-1063 4,685.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,765.17 34.69 J-1066 4,692.00 BM-2A Demand 16.68 Fixed 16.67 4,766.18 32.10 J-1067 4,702.00 BM-2A Demand 16.68 Fixed 16.67 4,768.55 28.79 J-1068 4,693.00 Calibrate Demand 1.19 Fixed 1.19 4,773.85 34.98 J-1069 4,696.00 Calibrate Demand 1.19 Fixed 1.19 4,778.50 35.69 J-1070 4,697.00 BM-1 Demand 2.97 Fixed 2.97 4,784.90 38.03 J-1075 4,702.00 BM-1 Demand 2.97 Fixed 2.97 4,791.31 38.64 J-1093 1 4,677.00 BM-phase 1 1Demand 1 9,601 Fixed 9.60 4,765.26 38.19 Title: Baxter Meadows Project Engineer: Keith Waring j:\...\watercad\phase iii modl phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 05/16/06 08:11:28 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 5 of 5 Scenario: Baxter Phase 3 Max ay Fire Flow Analysis Pipe Report Label Length Diameter ateria Hazen- Minor Control Discharge Jpstrearn Structurt ownstream Structur Pressure Headloss Check Velocity (ft) (in) Williams Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient Valve? (ft/s) C Coefficient (ft) (ft) Headloss(ft/10001t) (ft) 12 962.30 12 Ductile 130.0 0.00 Open •1,032.15 4,894.48 4,897.07 2.59 2.69 false 2.93 P-1 605.00 8 Ductile 130.0 0.00 Open -781.52 4,787.89 4,794.89 7.00 11.57 false 4.99 P-2 540.10 8 Ductile 130.0 0.00 Open -366.55 4,783.92 4,785.46 1.54 2.85 false 2.34 P-3 245.90 15 Ductile 130.0 0.00 Open 3,341.93 5,020.95 5,022.92 1.96 7.99 false 6.07 P-3a 46.00 8 Ductile 130.0 0.00 Open 408.55 4,785.62 4,785.46 0.16 3.48 false 2.61 P-4 1.00 15 Ductile 130.0 0.00 Open 3,341.93 4,725.99 4,726.00 0.01 7.81 false 6.07 P-4a 654.50 8 Ductile 130.0 0.00 Open -408.55 4,785.62 4,787.89 2.28 3.48 false 2.61 P-5 1.00 15 Ductile 130.0 0.00 Open 2,138.78 4,762.00 4,762.00 0.00 3.42 false 3.88 P-5a 24.30 8 Ductile 130.0 0.00 Open 171.70 4,787.89 4,787.88 0.02 0.68 false 1.10 P-6 44.10 15 Ductile 130.0 0.00 Open 2,138.78 5,035.15 5,034.99 0.15 3.49 false 3.88 P-6a 433.60 8 Ductile 130.0 0.00 Open 171.70 4,787.88 4,787.57 0.30 0.70 false 1.10 P-6aa 840.60 12 Ductile 130.0 0.00 Open -18.34 4,795.28 4,795.28 0.00 0.00 false 0.05 P-7 200.00 10 Ductile 130.0 0.00 Open .2,010.78 5,043.38 5,047.88 4.49 22.46 false 8.21 P-7a 116.50 8 Ductile 130.0 0.00 Open 831.21 4,789.08 4,787.57 1.51 12.97 false 5.31 P-8 1.00 10 Ductile 130.0 0.00 Open •2,010.78 4,714.98 4,715.00 0.02 22.46 false 8.21 P-8a 15.90 8 Ductile 130.0 0.00 Open 0.00 4,789.08 4,789.08 0.00 0.00 false 0.00 P-9 227.00 15 Ductile 130.0 0.00 Open 784.06 5,000.10 4,999.98 0.12 0.54 false 1.42 P-9a 323.90 12 Ductile 130.0 0.00 Open 987.03 4,787.57 4,786.77 0.80 2.47 false 2.80 P-10 1.00 12 Ductile 130.0 0.00 Open -784.06 4,700.45 4,700.45 0.00 1.46 false 2.22 P-10a 475.70 12 Ductile 130.0 0.00 Open 947.32 4,786.77 4,785.68 1.09 2.29 false 2.69 P-11 475.00 8 Ductile 130.0 0.00 Open 1,029.52 4,935.71 4,926.55 9.16 19.28 false 6.57 P-11a 488.70 12 Ductile 130.0 0.00 Open 817.34 4,785.68 4,784.83 0.85 1.74 false 2.32 P-11 aa 705.30 8 Ductile 130.0 0.00 Open 324.05 4,784.60 4,783.00 1.60 2.27 false 2.07 P-12 290.80 8 Ductile 130.0 0.00 Open 1,029.52 4,926.55 4,920.95 5.61 19.28 false 6.57 P-12a 323.50 12 Ductile 130.0 0.00 Open 539.04 4,784.83 4,784.57 0.26 0.81 false 1.53 P-112aa 300.00 8 Ductile 130.0 0.00 Open 306.66 4,783.00 4,782.39 0.61 2.05 false 1.96 P-13 513.20 8 Ductile 130.0 0.00 Open 1,029.52 4,920.95 4,911.05 9.89 19.28 false 6.57 P-13a 300.00 8 Ductile 130.0 0.00 Open 155.57 4,782.39 4,782.21 0.17 0.58 false 0.99 P-13b 320.00 12 Ductile 130.0 0.00 Open 293.00 4,784.57 4,784.48 0.08 0.26 false 0.83 P-14a 510.10 12 Ductile 130.0 0.00 Open 411.71 4,782.21 4,781.96 0.25 0.49 false 1.17 P-14b 280.50 12 Ductile 130.0 0.00 Open 0.00 4,784.48 4,784.48 0.00 0.00 false 0.00 P-14c ,016.70 12 Ductile 130.0 0.00 Open •2,061.66 4,884.64 4,894.48 9.84 9.68 false 5.85 P-15a 31.40 8 Ductile 130.0 0.00 Open 0.00 4,784.35 4,784.35 0.00 0.00 false 0.00 P-15aa 330.10 12 Ductile 130.0 0.00 Open 561.12 4,781.96 4,781.68 0.29 0.87 false 1.59 P-16 859.50 8 Ductile 130.0 0.00 Open 1,029.52 4,911.05 4,894.48 16.57 19.28 false 6.57 P-16a 85.90 8 Ductile 130.0 0.00 Open -265.65 4,784.35 4,784.48 0.13 1.57 false 1.70 P-16aa 300.00 12 Ductile 130.0 0.00 Open 744.52 4,781.68 4,781.24 0.44 1.47 false 2.11 P-17 568.10 8 Ductile 130.0 0.00 Open 265.65 4,784.35 4,783.46 0.89 1.57 false 1.70 P-17a 449.20 12 Ductile 130.0 0.00 Open 919.83 4,781.24 4,780.26 0.98 2.17 false 2.61 P-18 14.10 8 Ductile 130.0 0.00 Open 0.00 4,783.46 4,783.46 0.00 0.00 false 0.00 P-19 900.00 12 Ductile 130.0 0.00 Open 0.00 4,808.54 4,808.54 0.00 0.00 false 0.00 P-19a 24.00 8 Ductile 130.0 0.00 Open 265.64 4,783.46 4,783.42 0.04 1.57 false 1.70 P-20 116.00 15 Ductile 130.0 0.00 Open 2,138.78 5,034.99 5,034.59 0.41 3.49 false 3.88 P-20a 174.10 8 Ductile 130.0 0.00 Open 376.14 4,783.42 4,782.90 0.52 2.99 false 2.40 P-22 300.30 12 Ductile 130.0 0.00 Open •1,290.01 4,782.09 4,783.31 1.22 4.06 false 3.66 P-23 138.40 8 Ductile 130.0 0.00 Open 376.14 4,782.85 4,782.44 0.41 2.99 false 2.40 P-23a 806.30 12 Ductile 130.0 0.00 Open -1,888.54 4,783.31 4,789.95 6.63 8.23 false 5.36 P-24 14.90 8 Ductile 130.0 0.00 Open 0.00 4,782.85 4,782.85 0.00 0.00 false 0.00 P-24a 350.50 8 Ductile 130.0 0.00 Open -696.43 4,789.95 4,793.22 3.28 9.35 false 4.45 P-25 319.90 8 Ductile 130.0 0.00 Open -189.88 4,783.42 4,783.69 0.27 0.84 false 1.21 P-26 24.10 8 Ductile 130.0 0.00 Open -238.99 4,783.69 4,783.72 0.03 1.30 false 1.53 Title:Baxter Meadows Project Engineer:Keith Waring j:\...\watercad\phase iii modl phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.51201 05/16/06 08:11:40 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 6 Scenario: Baxter Phase 3 Max ay Fire Flow Analysis Pipe Report Label Length Diameter ateria Hazen- Minor Control Discharge Jpstream Structurl ownstream Structu Pressure Headloss Check elocity (ft) (in) Williams Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient Valve? (ft/s) C Coefficient (ft) (ft) (Headlos (ft/1000ft) (ft) P-26a 668.80 8 Ductile 130.0 0.00 Open 696.43 4,799.48 4,793.22 6,25 9.35 false 4.45 P-27 14.00 8 Ductile 130.0 0.00 Open 0.00 4,783.72 4,783.72 0.00 0.00 false 0.00 P-28 570.60 8 Ductile 130.0 0.00 Open -238.99 4,783.72 4,784.46 0.74 1.29 false 1.53 P-29 14.10 8 Ductile 130.0 0.00 Open 0.00 4,784.46 4,784.46 0.00 0.00 false 0.00 P-29a 229.20 12 Ductile 130.0 0.00 Open 2,026.20 4,792.10 4,789.95 2.15 9.37 false 5.75 P-30 409.00 15 Ductile 130.0 0.00 Open 2,138.78 5,034.59 5,033.16 1.43 3.49 false 3.88 P-30a 85.80 8 Ductile 130.0 0.00 Open -238.99 4,784.46 4,784.57 0.11 1.29 false 1.53 P-30aa 935.30 8 Ductile 130.0 0.00 Open 534.09 4,789.95 4,784.60 5.35 5.72 false 3.41 P-31 85.90 8 Ductile 130.0 0.00 Open 274.78 4,784.83 4,784.69 0.14 1.67 false 1.75 P-31a 339.40 12 Ductile 130.0 0.00 Open 2,026.20 4,795.28 4,792.10 3.18 9.37 false 5.75 P-32 17.70 8 Ductile 130.0 0.00 Open 0.00 4,784.69 4,784.69 0.00 0.00 false 0.00 P-32a 237.70 8 Ductile 130.0 0.00 Open 441.03 4,783.31 4,782.36 0.95 4.01 false 2.82 P-33 573.90 8 Ductile 130.0 0.00 Open 274.78 4,784.69 4,783.73 0.96 1.67 false 1.75 P-33a 281.40 8 Ductile 130.0 0.00 Open 130.72 4,782.36 4,782.24 0.12 0.42 false 0.83 P-34 15.10 8 Ductile 130.0 0.00 Open 0.00 4,783.73 4,783.73 0.00 0.00 false 0.00 P-34a 318.10 8 Ductile 130.0 0.00 Open -105.17 4,782.24 4,782.33 0.09 0.28 false 0.67 P-35 24.00 8 Ductile 130.0 0.00 Open 274.77 4,783.73 4,783.69 0.04 1.67 false 1.75 P-35a 522.20 8 Ductile 130.0 0.00 Open -238.50 4,782.33 4,783.00 0.67 1.28 false 1.52 P-36 168.50 8 Ductile 130.0 0.00 Open 273.61 4,783.69 4,783.41 0.28 1.66 false 1.75 P-36a 507.50 8 Ductile 130.0 0.00 Open 106.09 4,782.39 4,782.24 0.15 0.29 false 0.68 P-37 284.80 8 Ductile 130.0 0.00 Open -110.82 4,782.24 4,782.33 0.09 0.31 false 0.71 P-38 295.80 8 Ductile 130.0 0.00 Open 201.92 4,782.24 4,781.96 0.28 0.94 false 1.29 P-39 34.70 8 Ductile 130.0 0.00 Open 0.00 4,783.37 4,783.37 0.00 0.00 false 0.00 P-39a 540.30 8 Ductile 130.0 0.00 Open -213.40 4,781.68 4,782.24 0.56 1.05 false 1.36 P-40 419.00 15 Ductile 130.0 0.00 Open 2,138.78 5,033.16 5,031.69 1.46 3.49 false 3.68 P-40a 181.80 8 Ductile 130.0 0.00 Open 273.61 4,783.37 4,783.07 0.30 1.66 false 1.75 P-41 320.30 8 Ductile 130.0 0.00 Open -17.36 4,783.69 4,783.69 0.00 0.01 false 0.11 P-42 85.90 8 Ductile 130.0 0.00 Open 129.98 4,785.68 4,785.65 0.04 0.41 false 0.83 P-43 15.20 8 Ductile 130.0 0.00 Open 0.00 4,785.65 4,785.65 0.00 0.00 false 0.00 P-43a 451.20 12 Ductile 130.0 0.00 Open .1,290.01 4,780.26 4,782.09 1.83 4.06 false 3.66 P-44 456.00 8 Ductile 130.0 0.00 Open 129.98 4,785.65 4,785.46 0.19 0.42 false 0.83 P-44a 381.20 12 Ductile 130.0 0.00 Open 2,210.36 4,799.48 4,795.28 4.20 11.01 false 6.27 P-45 14.00 8 Ductile 130.0 0.00 Open -0.00 4,785.62 4,785.62 0.00 0.00 false 0.00 P-45a 454.20 12 Ductile 130.0 0.00 Open •1,962.78 4,795.28 4,799.29 4.01 8.84 false 5.57 P-46 16.30 8 Ductile 130.0 0.00 Open -0.00 4,787.88 4,787.88 0.00 0.00 false 0.00 P-47 13.70 8 Ductile 130.0 0.00 Open 0.00 4,786.77 4,786.77 0.00 0.00 false 0.00 P-50 545.00 15 Ductile 130.0 0.00 Open 2,138.78 5,031.69 5,029.79 1.90 3.49 false 3.88 P-52 75.50 8 Ductile 130.0 0.00 Open 376.14 4,782.44 4,782.21 0.23 2.99 false 2.40 P-53 16.00 8 Ductile 130.0 0.00 Open -376.14 4,782.85 4,782.90 0.05 2.99 false 2.40 P-54 21.30 8 Ductile 130.0 0.00 Open -273.61 4,783,37 4,783.41 0.04 1.65 false 1.75 P-58 41.50 8 Ductile 130.0 0.00 Open 273.61 4,783.07 4,783.00 0.07 1.66 false 1.75 P-59 32.10 8 Ductile 130.0 0.00 Open •1,086.45 4,783.92 4,784.60 0.68 21.30 false 6.93 P-60 609.00 15 Ductile 130.0 0.00 Open 2,138.78 5,029.79 5,027.66 2.13 3.49 false 3.88 P-60a 33.30 8 Ductile 130.0 0.00 Open -781.52 4,794.89 4,795.28 0.39 11.58 false 4.99 P-61 248.00 12 Ductile 130.0 0.00 Open 0.00 4,782.21 4,782.21 0.00 0.00 false 0.00 P-62 310.20 8 Ductile 130.0 0.00 Open 960.41 4,795.28 4,790.02 5.26 16.95 false 6.13 P-63 319.80 8 Ductile 130.0 0.00 Open 960.41 4,790.02 4,784.60 5.42 16.95 false 6.13 P-70 623.00 15 Ductile 130.0 0.00 Open 2,138.78 5,027.66 5,025.48 2.18 3.49 false 3.88 P-80 229.00 12 Ductile 130.0 0.00 Open 2,642.36 5,025.48 5,021.98 3.51 15.33 false 7.50 P-90 5.00 8 Ductile 130.0 0.00 Open 2,642.36 5,021.98 5,021.42 0.55 110.45 false 16.87 P-91 5.00 8 Ductile 130.0 0.00 Open 2,642.60 4,953.20 4,952.65 0.55 110.45 false 16.87 Title:Baxter Meadows Project Engineer:Keith Waring j:\...\watercad\phase iii modl phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 05/16/06 08:11:40 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 2 of 6 Scenario: Baxter Phase 3 Max jy Fire Flow Analysis Pipe Report Label Length Diameter ateria Hazen- Minor Contro ischargE,Jpstream Structurf ownstream Structui iPressure Headloss Check elocity (ft) (in) Williams Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient Valve? (ft/s) C Coefficien (ft) (ft) Headlos (ft/1000ft) (ft) P-110 419.00 12 Ductile 130.0 0.00 Open 2,642.60 4,952.65 4,946.22 6.42 15.33 false 7.50 P-120 365.00 12 Ductile 130.0 0.00 Open 2,642.60 4,946.22 4,940.63 5.60 15.33 false 7.50 P-130 321.00 12 Ductile 130.0 0.00 Open 2,642.60 4,940.63 4,935.71 4.92 15.33 false 7.50 P-140 593.00 12 Ductile 130.0 0.00 Open 1,613.08 4,935.71 4,932.06 3.64 6.14 false 4.58 P-150 855.00 12 Ductile 130.0 0.00 Open 3,469.30 4,932.06 4,910.37 21.70 25.38 false 9.84 P-160 524.00 12 Ductile 130.0 0.00 Open 3,469.30 4,910.37 4,897.07 13.30 25.38 false 9.84 P-190 720.00 12 Ductile 130.0 0.20 Open 2,437.16 4,887.81 4,878.16 9.65 13.40 false 6.91 P-200 ,186.00 12 Ductile 130.0 0.40 Open 2,437.16 4,878.16 4,862.21 15.95 13.45 false 6.91 P-210 .333.00 12 Ductile 130.0 0.40 Open 2,437.16 4,862.21 4,844.33 17.89 13.42 false 6.91 P-220 735.00 12 Ductile 130.0 0.00 Open 2,437.16 4,844.33 4,834.63 9.70 13.20 false 6.91 P-230 .195.00 12 Ductile 130.0 0.90 Open 2,437.16 4,834.63 4,818.19 16.44 13.75 false 6.91 P-240 458.00 12 Ductile 130.0 1.00 Open 2,437.16 4,818.19 4,811.41 6.79 14.82 false 6.91 P-250 307.00 12 Ductile 130.0 0.20 Open 1,962.78 4,803.97 4,801.16 2.81 9.15 false 5.57 P-251 655.00 8 Ductile 130.0 1.00 Open 0.00 4,801.16 4,801.16 0.00 0.00 false 0.00 P-260 400.00 12 Ductile 130.0 0.20 Open 1,962.79 4,807.60 4,803.97 3.63 9.08 false 5.57 P-261 657.00 8 Ductile 130.0 1.40 Open 0.00 4,803.97 4,803.97 0.00 0.00 false 0.00 P-265 624.00 12 Ductile 130.0 0.00 Open 1,605.95 4,811.41 4,807.60 3.80 6.09 false 4.56 P-270 476.00 12 Ductile 130.0 0.40 Open -356.84 4,807.60 4,807.79 0.19 0.39 false 1.01 P-271 406.00 8 Ductile 130.0 0.20 Open 0.01 41807.79 4,807.79 0.00 0.00 false 0.00 P-272 267.00 8 Ductile 130.0 0.60 Open 0.00 4,807.79 4,807.79 0.00 0.00 false 0.00 P-273 449.00 8 Ductile 130.0 1.00 Open 0.00 4,807.79 4,807.79 0.00 0.00 false 0.00 P-280 ,177.00 12 Ductile 130.0 0.40 Open -356.85 4,807.79 4,808.24 0.45 0.38 false 1.01 P-285 804.00 12 Ductile 130.0 0.00 Open -356.85 4,808.24 4,808.54 0.30 0.38 false 1.01 P-290 .160.00 12 Ductile 130.0 0.40 Open •3,263.64 4,808.54 4,835.36 26.82 23.12 false 9.26 P-300 879.00 12 Ductile 130.0 0.40 Open •3,263.64 4,835.36 4,855.81 20.45 23.27 false 9.26 P-325 611.00 12 Ductile 130.0 0.20 Open .3.263.64 4,855.81 4,869.92 14.11 23.10 false 9.26 P-330a 679.00 10 Ductile 130.0 0.00 Open •1,201.98 4,884.64 4,890.52 5.88 8.66 false 4.91 P-340a 640.00 10 Ductile 130.0 0.00 Open •1,201.98 4,890.52 4,896.07 5.54 8.66 false 4.91 P-350 ,085.00 10 Ductile 130.0 0.00 Open •1,201.98 4,896.07 4,905.46 9.40 8.66 false 4.91 P-360 4.80 8 Ductile 130.0 0.00 Open 3,779.02 4,907.61 4,906.58 1.03 214.23 false 24.12 P-361 5.20 8 Ductile 130.0 0.00 Open 3,779.02 4,906.58 4,905.46 1.11 214.28 false 24.12 P-380 205.00 8 Ductile 130.0 0.00 Open 3,779.02 4,907.61 4,951.53 43.92 214.26 false 24.12 P-390 324.00 8 Ductile 130.0 0.00 Open 3.779.02 4,951.53 5,020.95 69.42 214.27 false 24.12 P-397 ,149.00 8 Ductile 130.0 0.00 Open -437.09 5,020.95 5,025.48 4.53 3.94 false 2.79 P-400 .198.00 14 Ductile 130.0 0.00 Open -940.67 5,025.48 5,028.90 3.42 1.07 false 1.96 P-410 888.00 8 Ductile 130.0 0.00 Open -940.67 5,028.90 6,043.38 14.48 16.31 false 6.00 P-420 229.00 8 Ductile 130.0 0.00 Open 1,070.10 5,043.38 5,038.64 4.74 20.71 false 6.83 P-430 5.00 8 Ductile 130.0 0.00 Open 1,070.10 5,038.64 5,038.54 0.10 20.70 false 6.83 P-431 5.00 8 Ductile 130.0 0.00 Open 1,071.99 5,000.10 5,000.00 0.10 20.80 false 6.84 P-450 229.00 12 Ductile 130.0 0.00 Open 1,071.99 5,000.00 4,999.34 0.66 2.88 false 3.04 P-460 69.00 15 Ductile 130.0 0.00 Open -784.06 4,999.34 4,999.38 0.04 0.54 false 1.42 P-490 815.00 15 Ductile 130.0 0.00 Open -784.06 4,999.38 4,999.82 0.44 0.54 false 1.42 P-500 289.00 15 Ductile 130.0 0.00 Open -784.06 4,999.82 4,999.98 0.16 0.55 false 1.42 P-510 715.00 12 Ductile 130.0 0.00 Open -1,856.22 4,932.06 4,937.76 5.70 7.97 false 5.27 P-520 648.00 12 Ductile 130.0 0.00 Open -1,856.22 4,937.76 4,942.93 5.16 7.97 false 5.27 P-530 679.00 12 Ductile 130.0 0.00 Open .1,856.22 4,942.93 4,948.34 5.41 7.97 false 5.27 P-535 475.00 12 Ductile 130.0 0.00 Open -1,856.22 4,948.34 4,952.12 3.79 7.97 false 5.27 P-536 5.00 8 Ductile 130.0 0.00 Open 1,856.22 4,952.41 4,952.12 0.29 57.42 false 11.85 P-537 5.00 8 Ductile 130.0 0.00 Open 1,856.05 4,997.66 4,997.37 0.29 57.42 false 11.85 P-538 10.00 8 Ductile 130.0 0.00 clusec 0.00 4,952.12 4,997.66 0.00 0.00 false 0.00 P-539 211.00 12 Ductile 130.0 0.00 Open 1,856.05 4,999.34 4,997.66 1.68 7.97 false 5.27 Title:Baxter Meadows Project Engineer:Keith Waring j:\...\watercad\phase III moll phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.51201 05/16/06 08:11:40 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 3 of 6 Scenario: Baxter Phase 3 Max -ty Fire Flow Analysis Pipe Report Label Length Diameter Material Hazen- Minor Control Discharge Jpstream Structurf ownstream Structui Pressure Headloss Check elocity (ft) (in) Williams Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient Valve? (ft/s) C Coefficien (ft) (ft) Headlos (ft/1000ft) (ft) P-550 10.00 8 Ductile 130.0 0.00 Closec 0.00 5,000.00 5,038.64 0.00 0.00 false 0.00 P-560 10.00 8 Ductile 130.0 0.00 Closed 0.00 4,952.65 5,021.98 0.00 0.00 false 0.00 P-570 10.00 8 Ductile 130.0 0.00 Closed 0.00 4,905.46 4,907.61 0.00 0.00 false 0.00 P-606 462.20 12 Ductile 130.0 0.00 Open •2,500.26 4,778.50 4,784.90 6.39 13.83 false 7.09 P-608 462.40 12 Ductile 130.0 0.00 Open -2,503.23 4,784.90 4,791.31 6.41 13.86 false 7.10 P-610 467.70 12 Ductile 130.0 0.00 Open 497.53 4,765.34 4,765.02 0.33 0.70 false 1.41 P-611 374.60 12 Ductile 130.0 0.00 Open -181.98 4,765.02 4,765.06 0.04 0.11 false 0.52 P-621 119.10 8 Ductile 130.0 0.00 Open -69.02 4,765.26 4,765.28 0.02 0.13 false 0.44 P-624 180.30 8 Ductile 130.0 0.00 Open -37.25 4,765.23 4,765.24 0.01 0.04 false 0.24 P-625 293.80 8 Ductile 130.0 0.00 Open -56.45 4,765.24 4,765.26 0.03 0.09 false 0.36 P-626 210.20 8 Ductile 130.0 0.00 Open -88.22 4,765.28 4,765.32 0.04 0.20 false 0.56 P-633 278.70 12 Ductile 130.0 0.00 Open -69.24 4,765.17 4,765.17 0.01 0.02 false 0.20 P-635 428.40 12 Ductile 130.0 0.00 Open .1,522.16 4,766.18 4,768.55 2.36 5.52 false 4.32 P-636 384.20 12 Ductile 130.0 0.00 Open •2,497.88 4,768.55 4,773.85 5.31 13.81 false 7.09 P-637 472.30 12 Ductile 130.0 0.00 Open •2,506.21 4,791.31 4,797.87 6.56 13.90 false 7.11 P-638 290.70 12 Ductile 130.0 0.00 Open •2,509.18 4,797.87 4,801.92 4.05 13.93 false 7.12 P-639 293.50 12 Ductile 130.0 0.00 Open •2,510.37 4,801.92 4,806.01 4.09 13.94 false 7.12 P-640 ,119.40 12 Ductile 130.0 0.00 Open •2,511.56 4,806.01 4,821.63 15.62 13.95 false 7.12 P-649 513.30 12 Ductile 130.0 0.00 Open 655.03 4,766.34 4,765.74 0.59 1.16 false 1.86 P-650 336.30 12 Ductile 130.0 0.00 Open •2,499.07 4,773.85 4,778.50 4.65 13.82 false 7.09 P-651 206.60 10 Ductile 130.0 0.00 Open 873.41 4,765.02 4,764.03 0.99 4.80 false 3.57 P-668 373.90 8 Ductile 130.0 0.00 Open -476.23 4,763.04 4,764.77 1.73 4.62 false 3.04 P-669 .250.00 12 Ductile 130.0 0.00 Open 2,514.54 4,839.10 4,821.63 17.48 13.98 false 7.13 P-672 233.10 8 Ductile 130.0 0.00 Open 1,223.84 4,759.25 4,753.06 6.19 26.55 false 7.81 P-673 238.70 8 Ductile 130.0 0.00 Open 1,223.84 4,753.06 4,746.73 6.34 26.55 false 7.81 P-675 339.80 8 Ductile 130.0 0.00 Open -669.54 4,739.69 4,742.64 2.95 8.69 false 4.27 P-676 304.20 8 Ductile 130.0 0.00 Open -999.54 4,745.55 4,751.10 5.55 18.25 false 6.38 P-677 907.10 8 Ductile 130.0 0.00 Open •1,079.55 4,751.10 4,770.20 19.09 21.05 false 6.89 P-678 .530.90 12 Ductile 130.0 0.00 Open -867.79 4,767.21 4,770.20 2.98 1.95 false 2.46 P-680 272.00 8 Ductile 130.0 0.00 Open -749.54 4,742.64 4,745.55 2.91 10.71 false 4.78 P-682 450.50 12 Ductile 130.0 0.00 Open 867.79 4,767.21 4,766.34 0.88 1.95 false 2.46 P-687 98.40 8 Ductile 130.0 0.00 Open -9.60 4,765.26 4,765.26 0.00 0.00 false 0.06 P-688 552.70 12 Ductile 130.0 0.00 Open 507.13 4,765.74 4,765.34 0.40 0.72 false 1.44 P-689 304.20 12 Ductile 130.0 0.00 Open -360.17 4,765.06 4,765.17 0.12 0.38 false 1.02 P-690 211.40 8 Ductile 130.0 0.00 Open -107.42 4,765.32 4,765.38 0.06 0.29 false 0.69 P-691 166.20 8 Ductile 130.0 0.00 Open 9.60 4,765.32 4,765.32 0.00 0.00 false 0.06 P-692 552.20 8 Ductile 130.0 0.00 Open -193.57 4,765.38 4,765.87 0.48 0.87 false 1.24 P-693 90.70 10 Ductile 130.0 0.00 Open 668.37 4,764.03 4,763.76 0.27 2.92 false 2.73 P-694 89.50 10 Ductile 130.0 0.00 Open 451.31 4,763.76 4,763.64 0.13 1.41 false 1.84 P-695 222.00 10 Ductile 130.0 0.00 Open 637.15 4,763.64 4,763.04 0.59 2.67 false 2.60 P-697 440.40 8 Ductile 130.0 0.00 Open 195.44 4,764.03 4,763.64 0.39 0.89 false 1.25 P-698 381.80 12 Ductile 130.0 0.00 Open 42.73 4,765.23 4,765.23 0.00 0.01 false 0.12 P-699 214.50 8 Ductile 130.0 0.00 Open 9.60 4,765.28 4,765.28 0.00 0.00 false 0.06 P-700 191.40 8 Ductile 130.0 0.00 Open 9.60 4,765.24 4,765.24 0.00 0.00 false 0.06 P-701 758.10 8 Ductile 130.0 0.00 Open 6.64 4,765.23 4,765.23 0.00 0.00 false 0.04 P-702 311.20 8 Ductile 130.0 0.00 Open -6.98 4,765.23 4,765.23 0.00 0.00 false 0.04 P-703 683.80 8 Ductile 130.0 0.00 Open -7.56 4,765.23 4,765.23 0.00 0.00 false 0.05 P-704 313.20 8 Ductile 130.0 0.00 Open -7.37 4,765.23 4,765.23 0.00 0.00 false 0.05 P-705 320.00 12 Ductile 130.0 0.00 Open 19.02 4,765.23 4,765.23 0.00 0.00 false 0.05 P-706 216.60 8 Ductile 130.0 0.00 Open 9.60 4,765.24 4,765.24 0.00 0.00 false 0.06 P-708 224.30 8 Ductile 130.0 0.00 Open 6.32 4,765.23 4,765.23 0.00 0.00 false 0.04 Title:Baxter Meadows Project Engineer:Keith Waring j:\...\watercad\phase iii modl phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 05/16/06 08:11:40 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 4 of 6 Scenario: Baxter Phase 3 Ma), iy Fire Flow Analysis Pipe Report Label Length Diameter ateria Hazen- Minor Control Discharge Jpstream Structurf ownstream Structur Pressure Headloss Check elocity .! (ft) (in) Williams Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient Valve? (ft/s) C Coefficient (ft) (ft) Headlos (fV1000ft) (ft) P-709 409.60 8 Ductile 130.0 0.00 Open 5.78 4,765.23 4,765.23 0.00 0.00 false 0.04 P-710 437.70 8 Ductile 130.0 0.00 Open -2.16 4,765.23 4,765.23 0.00 0.00 false 0.01 P-711 311.20 8 Ductile 130.0 0.00 Open -9.89 4,765.23 4,765.23 0.00 0.00 false 0.06 P-712 655.30 8 Ductile 130.0 0.00 Open 6.19 4,765.23 4,765.23 0.00 0.00 false 0.04 P-713 306.90 8 Ductile 130.0 0.00 Open 7.37 4,765.23 4,765.23 0.00 0.00 false 0.05 P-714 531.80 10 Ductile 130.0 0.00 Closec 0.00 4,765.23 4,765.10 0.00 0.00 false 0.00 P-715 279.50 10 Ductile 130.0 0.00 Open 196.88 4,765.10 4,765.02 0.08 0.30 false 0.80 P-716 356.30 8 Ductile 130.0 0.00 Open -9.99 4,765.23 4,765.23 0.00 0.00 false 0.06 P-717 333.20 8 Ductile 130.0 0.00 Open -59.64 4,765.10 4,765.14 0.03 0.10 false 0.38 P-718 345.10 8 Ductile 130.0 0.00 Open -59.64 4,765.14 4,765.17 0.03 0.10 false 0.38 P-719 652.70 8 Ductile 130.0 0.00 Open -17.05 4,765.23 4,765.23 0.01 0.01 false 0.11 P-720 320.30 8 Ductile 130.0 0.00 Open 25.78 4,765.23 4,765.23 0.01 0.02 false 0.16 P-721 195.40 8 Ductile 130.0 0.00 Open 168.59 4,765.06 4,764.93 0.13 0.67 false 1.08 P-724 208.40 8 Ductile 130.0 0.00 Open 149.38 4,764.88 4,764.77 0.11 0.54 false 0.95 P-725 318.80 8 Ductile 130.0 0.00 Open 70.13 4,764.93 4,764.88 0.04 0.13 false 0.45 P-726 305.50 8 Ductile 130.0 0.00 Open 336.45 4,765.51 4,764.77 0.74 2.43 false 2.15 P-727 401.10 8 Ductile 130.0 0.00 Open -46.37 4,765.23 4,765.26 0.02 0.06 false 0.30 P-728 ,002.70 8 Ductile 130.0 0.00 Open 30.96 4,765.26 4,765.23 0.03 0.03 false 0.20 P-729 179.10 8 Ductile 130.0 0.00 Open 0.00 4,765.23 4,765.23 0.00 0.00 false 0.00 P-730 192.40 8 Ductile 130.0 0.00 Open 0.00 4,765.23 4,765.23 0.00 0.00 false 0.00 P-731 410.20 8 Ductile 130.0 0.00 Open -3.87 4,765.23 4,765.23 0.00 0.00 false 0.02 P-732 239.20 12 Ductile 130.0 0.00 Open -7.40 4,765.23 4,765.23 0.00 0.00 false 0.02 P-733 269.50 12 Ductile 130.0 0.00 Open 0.00 4,765.23 4,765.23 0.00 0.00 false 0.00 P-734 155.30 8 Ductile 130.0 0.00 Open 6.18 4,765.23 4,765.23 0.00 0.00 false 0.04 P-735 781.40 12 Ductile 130.0 0.00 Open 3.53 4,765.23 4,765.23 0.00 0.00 false 0.01 P-736 .124.50 8 Ductile 130.0 0.00 Open -831.21 4,792.56 4,807.14 14.58 12.97 false 5.31 P-737 643.60 8 Ductile 130.0 0.00 Open -86.14 4,765.26 4,765.38 0.13 0.19 false 0.55 P-738 ,020.40 8 Ductile 130.0 0.00 Open -141.08 4,765.10 4,765.60 0.50 0.49 false 0.90 P-739 280.40 8 Ductile 130.0 0.00 Open -144.92 4,765.60 4,765.74 0.14 0.51 false 0.92 P-740 250.80 12 Ductile 130.0 0.00 Open -831.21 4,807.14 4,807.59 0.45 1.80 false 2.36 P-741 .118.90 12 Ductile 130.0 0.00 Open -831.21 4,807.59 4.811.41 3.81 1.80 false 2.36 P-742 312.00 8 Ductile 130.0 0.00 Open 114.74 4,763.32 4,763.22 0.10 0.33 false 0.73 P-743 372.80 8 Ductile 130.0 0.00 Open 124.75 4,763.22 4,763.08 0.14 0.39 false 0.80 P-744 91.10 8 Ductile 130.0 0.00 Open 124.75 4,763.08 4,763.04 0.04 0.39 false 0.80 P-745 420.10 10 Ductile 130.0 0.00 Open 1,228.53 4,763.04 4,759.25 3.79 9.02 false 5.02 P-746 306.00 8 Ductile 130.0 0.00 Open 0.00 4,751.10 4,751.10 0.00 0.00 false 0.00 P-747 464.10 12 Ductile 130.0 0.00 Open -21.47 4,765.23 4,765.23 0.00 0.00 false 0.06 P-748 567.20 8 Ductile 130.0 0.00 Open -19.61 4,763.22 4,763.23 0.01 0.01 false 0.13 P-749 412.70 12 Ductile 130.0 0.00 Open 2,906.79 4,807.02 4,799.48 7.55 18.29 false 8.25 P-750 320.40 12 Ductile 130.0 0.00 Open 0.00 4,765.23 4,765.23 0.00 0.00 false 0.00 P-751 621.10 8 Ductile 130.0 0.00 Open 0.00 4,808.54 4,808.54 0.00 0.00 false 0.00 P-752 ,201.20 8 Ductile 130.0 0.00 Open 0.00 4,869.92 4,869.92 0.00 0.00 false 0.00 P-753a 500.00 10 Ductile 130.0 0.00 Open 2,577.04 4,905.46 4,887.68 17.78 35.56 false 10.53 P-754 311.30 8 Ductile 130.0 0.00 Open -59.30 4,763.23 4,763.26 0.03 0.10 false 0.38 P-755 202.90 8 Ductile 130.0 0.00 Open -62.83 4,763.26 4,763.28 0.02 0.11 false 0.40 P-756 334.70 8 Ductile 130.0 0.00 Open 959.05 4,768.55 4,762.89 5.66 16.91 false 6.12 P-757 333.30 8 Ductile 130.0 0.00 Open 720.43 4,766.18 4,762.87 3.32 9.95 false 4.60 P-758 348.00 8 Ductile 130.0 0.00 Open 737.13 4,762.87 4,759.25 3.61 10.38 false 4.70 P-759 424.70 8 Ductile 130.0 0.00 Open 43.18 4,762.89 4,762.87 0.02 0.05 false 0.28 P-760 345.30 8 Ductile 130.0 0.00 Open 889.40 4,762.89 4,757.81 5.08 14.70 false 5.68 P-761 423.70 10 Ductile 130.0 0.00 Open -725.35 4,757.81 4,759.25 1.44 3.40 false 2.96 Title:Baxter Meadows Project Engineer:Keith Waring j:\...\watercad\phase III modl phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.51201 O5/16/06 08:11:40 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 5 of 6 Scenario: Baxter Phase 3 Max -iy Fire Flow Analysis Pipe Report Label Length Diameter Material Hazen- Minor Controlbischarg Jpstream Structurf ownstream Structw iPressure Headloss Check elocity (ft) (in) Williams Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient Valve? (ft/s) C coefficient (ft) (ft) IHeadloss(ft/1000ft) (ft) P-762 327.10 8 Ductile 130.0 0.00 Open 1,207.39 4,746.73 4,738.26 8.47 25.90 false 7.71 P-763 391.70 8 Ductile 130.0 0.00 Open -419.54 4,738.26 4,739.69 1.43 3.66 false 2.68 P-764 462.70 8 Ductile 130.0 0.00 Open 1,573.07 4,757.81 4,738.26 19.56 42.27 false 10.04 P-765 85.10 8 Ductile 130.0 0.00 Open 1,700.00 4,738.26 4,734.10 4.15 48.80 false 10.85 P-766 119.00 8 Ductile 130.0 0.00 Open 80.00 4,742.64 4,742.62 0.02 0.17 false 0.51 P-767 86.40 8 Ductile 130.0 0.00 Open 80.00 4,751.10 4,751.09 0.01 0.17 false 0.51 P-768 128.90 8 Ductile 130.0 0.00 Open -23.35 4,763.28 4,763.28 0.00 0.02 false 0.15 P-769 182.50 8 Ductile 130.0 0.00 Open -26.88 4,763.28 4,763.29 0.00 0.02 false 0.17 P-770 82.90 12 Ductile 130.0 0.00 Open •2,906.79 4,807.02 4,808.54 1.52 18.29 false 8.25 P-771 211.50 12 Ductile 130.0 0.00 Open •1,962.78 4,799.29 4,801.16 1.87 8.84 false 5.57 P-772 ,155.70 12 Ductile 130.0 0.00 Open •1,947.34 4,770.20 4,780.26 10.06 8.71 false 5.52 P-773 267.60 8 Ductile 130.0 0.00 Open -831.21 4,789.08 4,792.56 3.47 12.97 false 5.31 P-774 128.90 8 Ductile 130.0 0.00 Open -31.29 4,763.29 4,763.29 0.00 0.03 false 0.20 P-775 184.40 8 Ductile 130.0 0.00 Open -83.12 4,763.29 4,763.32 0.03 0.18 false 0.53 P-776 491.00 8 Ductile 130.0 0.00 Open -203.17 4,765.87 4,766.34 0.47 0.95 false 1.30 P-777 205.70 8 Ductile 130.0 0.00 Open 88.85 4,764.93 4,764.88 0.04 0.21 false 0.57 P-778 224.70 8 Ductile 130.0 0.00 Open 207.46 4,763.76 4,763.54 0.22 0.99 false 1.32 P-779 235.50 8 Ductile 130.0 0.00 Open 197.66 4,763.54 4,763.32 0.21 0.91 false 1.26 P-780 129.70 8 Ductile 130.0 0.00 Open 9.60 4,763.54 4,763.54 0.00 0.00 false 0.06 P-781 589.00 8 Ductile 130.0 0.00 Open -295.31 4.781.24 4,782.36 1.12 1.91 false 1.88 P-782 276.90 12 Ductile 130.0 0.00 Closec 0.00 4,765.17 4,765.23 0.00 0.00 false 0.00 P-783 414.30 12 Ductile 130.0 0.00 Open 785.05 4,766.18 4,765.51 0.67 1.62 false 2.23 P-784 614.10 12 Ductile 130.0 0.00 Open -439.00 4,765.17 4,765.51 0.34 0.55 false 1.25 P-786 182.50 8 Ductile 130.0 0.00 Open -43.89 4,763.28 4,763.29 0.01 0.06 false 0.28 P-800 ,250.00 10 Ductile 130.0 0.00 Open 2,577.04 4,883.56 4,839.10 44.45 35.56 false 10.53 P-801 116.00 10 Ductile 130.0 0.00 Open 2,577.04 4,887.68 4,883.56 4.13 35.56 false 10.53 P-802 649.60 12 Ductilel 130.01 0.00 Open 3,263.65 4,884.64 4,869.92 14.72 22.66 false 9.26 P-803 1702.001 12 Ductilel 130.01 0.00 1 Open 1.2,437.161 4,887.811 4,897.071 9.261 13.201 false 1 6.91 Title:Baxter Meadows Project Engineer:Keith Waring j:\...\watercad\phase III modl phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.51201 05/16/06 08:11:40 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 6 of 6 Scenario: Baxter Phase 3 Max ty Fire Flow Analysis Valve Report Label Elevation Diameter Minor Control DischargE From To IHeadloss (ft) (in) Loss Status (gpm) HGL HGL A :;oefficien (ft) (ft) PRV-1 a 4,727.80 8 0.00 Inactive 3,779.02 11,906.58 1,906.58 0.00 PRV-2a 4,729.00 8 0.00 Throttlin 2,642.36 i,021.42 1,953.20 68.22 PRV-3 4,713.50 8 0.00 1 Throttlin 1,070.10 1 i,038.54 5,000.10 38.43 PRV-4 4,709.72 8 0.001 Throttlinj 1,856.05 '1,997.37 1,952.41 44.96 Title:Baxter Meadows Project Engineer:Keith Waring j:\...\watercad\phase ill modl phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.51201 05/16/06 08:12:08 PM ®Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 APPENDIX B WATER DESIGN CALCULATIONS Scenario: Baxter Phase (a Max Day J-17a c,s ^T O I..L DEADMAN'S GULCH ROAD >>� • J-603 P-678 J-575 P-772 J-18a P' J e N J-611 P-776 J-1004 rp r d. FERGUSON ROAD J-592 P-729 J-589 J-591 P-737 P-719 p-727 _- J-576 P-676 J-573 - - /.-, •— -- - �—� rl 77 P-739 -638 -637 J35 . r\ __ -J. -J-590 - -5 J-1011 � .51 P-746 '0r 'J-619 J-639v '-691 J O0)J-588 8 J-1027•---<-- J-626 00 _ • J$18P-7661 '.J-574 00 (D 768 0 J-587 IfJ-1028 cL 77 0: -0 P-699 LOJ-642J-641 LO Jf17P-687 J-1030 a J571 i. P-763 J-572J�82 P-703 J-1093 25 J-607 4J583 P-742 P-762 J-616N q Q P-7 �-•J-1042 -780J-1041 J-622 08 J-593 d- 0D —r—• J-581 P-701 P-698 J-579p747 J-624 J-636 d0 J-612 CL J-6 4' 6 Jf15J-580 - J-1049 P-715 P-651 P-69 -694P-69 9P-730 z <- -� — — ►; Q J-1050 Jf001J 1051 J-608 P-74-5 P-761 j J�86 J-585 r J-596 r T ` L - aQ P_709 _P- 08_:J-584 P-697 c`5 �..� a. 0- � a li cN p J-1058 P-725 J 614 P_759 Jf13 >3S t P-721 P-724 J-1061 J-1059 9 q-_-- a-t ,J-594 00 o J-606 P-777 Jf04 I p- I r r� 3 �- a a J-610 P-750 CIL P-782 3 J-1063 P-784 �27 P-783 J-1066 P-635 1J-1 067 J-1068 J-1069 J-1070 J-595 J-597 . J-1062 P-636 P-650 P-606 �j a. o cr J-1075 Title:Baxter Meadows Project Engineer:Keith Waring j:\2005\b05-016\watercad\phase III modl.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 02/20/06 11:51:11 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Baxter Meadows - Phase 6 Water Demands Units People GPD ave Max Hour Max Day Junction Block Lot Area (1/3000so (2.54/unit) (200gal/per day) (3"ave hr) (2.5'ave.day) GPD gpm GPD 637 14 5 40.878 13 33.02 6604 13.76 16510 14 6 35,010 11 27.94 5588 11.64 13970 14 7 29,319 9 22.86 4572 9.53 11430 16 7 2,730 1 2.54 508 1.06 1270 16 8 5,676 1 2.54 508 1.06 1270 16 9 2.879 1 2.54 508 1.06 1270 16 10 2,904 1 2.54 508 1.06 1270 16 11 2,904 1 2.54 508 1.06 1270 16 12 2,904 1 2.54 508 1.06 1270 16 8 2,904 1 2.54 508 1.06 1270 16 9 2,904 1 2.54 508 1.06 1270 16 10 2,904 1 2.54 508 1.06 1270 16 11 2,879 1 2.54 508 1.06 1270 16 12 5,852 1 2.54 508 1.06 1270 16 13 2,798 1 2.54 508 1.06 1270 22860 47.63 57150 Converted to gpml 15.88 47.63 39.69 638 15 13 5,775 1 2.54 508 1.06 1270 16 1 3,111 1 2.54 508 1.06 1270 16 2 2,772 1 2.54 508 1.06 1270 16 3 2.772 1 2.54 508 1.06 1270 2032 4.23 5080 Converted to gpml 1.41 4.23 3.53 642 15 4 5,040 1 2.54 508 1.06 1270 15 5 5,040 1 2.54 508 1.06 1270 15 6 5,040 1 2.54 508 1.06 1270 16 7 2,772 1 2.54 508 1.06 1270 15 1 5,040 1 2.54 508 1.06 1270 15 2 5,775 1 2.54 508 1.06 1270 16 3 2,856 1 2.54 508 1.06 1270 16 4 2,856 1 2.54 508 1.06 1270 16 5 3,196 1 2.54 508 1.06 1270 4572 9.53 11430 Converted to gpm 3.18 9.53 7.94 641 16 8 2,904 1 2.54 508 1_06 1270 16 9 2,904 1 2.54 508 1.06 1270 16 10 2,904 1 2.54 508 1.06 1270 16 11 3,384 1 2.54 508 1.06 1270 16 12 2,772 1 2.54 508 1.06 1270 2540 5.29 6350 Converted to gpm 1.76 5.29 4.41 640 16 13 2,772 1 2.54 508 1.06 1270 16 14 3,384 1 2.54 508 1.06 1270 16 15 2,904 i 2.54 508 1.06 1270 16 16 2,904 1 2.54 508 1.06 1270 2032 4.23 5080 Converted to gpm 1.41 4.23 3.53 639 15 17 5,040 1 2.54 508 1.06 1270 15 18 5,040 1 2.54 508 1.06 1270 15 19 5,040 1 2.54 508 1.06 1270 15 20 5,040 1 2.54 508 1.06 1270 16 21 2,772 1 2.54 508 1.06 1270 2540 5.29 6350 Converted to gpm 1.76 529 4.41 Scenario: Baxter Phase 3 A-v ay Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) Calculated ydraulic Grade (psi) (gpm) (ft) J-569 4,690.00 BM-2A Demand 6.59 Fixed 6.59 4,847.07 67.96 J-571 4.687.50 BM-26 Demand 6.58 Fixed 6.58 4,846.39 68.74 J-572 4,691.00 BM-2B Demand 100.00 Fixed 100.00 4,844.70 66.50 J-573 4,686.00 BM-26 Demand 100.00 Fixed 100.00 4,843.61 68.19 J-574 4,700.00 BM-26 Demand 0.00 Fixed 0.00 4,843.96 62.28 J-576 4,700.00 BM-2B Demand 0.00 Fixed 0.00 4,843.47 62.07 J-578 4,678.00 BM-3 Demand 0.00 Fixed 0.00 4,844.28 71.94 J-579 4,686.00 BM-3 Demand 3.89 Fixed 3.89 4,844.10 68.40 J-580 4,689.50 BM-3 Demand 3.89 Fixed 3.89 4,844.09 66.88 J-581 4,689.00 BM-3 Demand 4.59 Fixed 4.59 4,844.09 67.10 J-582 4,689.60 BM-3 Demand 3.17 Fixed 3.17 4,844.09 66.84 J-583 4,685.50 BM-3 Demand 3.88 Fixed 3.88 4,844.09 68.62 J-584 4,694.50 BM-3 Demand 2.12 Fixed 2.12 4,844.08 64.72 J-585 4,694.30 BM-3 Demand 1.76 Fixed 1.76 4,844.08 64.80 J-586 4,691.90 BM-3 Demand 3.17 Fixed 3.17 4,844.08 65.84 J-587 4,683.00 BM-3 Demand 3.88 Fixed 3.88 4,844.10 69.70 J-588 4,694.30 BM-3 Demand 3.53 Fixed 3.53 4,844.10 64.81 J-589 4,696.00 BM-3 Demand 2.82 Fixed 2.82 4,844.10 64.08 J-590 4,680.70 BM-3 Demand 1.41 Fixed 1.41 4,844.11 70.70 J-591 4,678.00 BM-3 Demand 3.53 Fixed 3.53 4,844.14 71.88 J-592 4,680.00 BM-3 Demand 0.00 Fixed 0.00 4,844.10 71.00 J-593 4,695.00 BM-3 Demand 0.00 Fixed 0.00 4,844.09 64.50 J-594 4,696.00 BM-3 Demand 1.41 Fixed 1.41 4,844.08 64.07 J-595 4,695.00 BM-3 Demand 0.00 Fixed 0.00 4,844.06 64.49 J-596 4,687.30 BM-3 Demand 1.06 Fixed 1.06 4,844.11 67.84 J-597 4,695.00 BM-3 Demand 1.41 Fixed 1.41 4,844.11 64.51 J-600 4,686.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,846.87 69.60 J-604 4,691.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,847.18 67.57 J-605 4,687.00 BM-2c&d Demand 0.00 Fixed 0.00 4,846.88 69.17 J-606 4,690.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,847.15 67.99 J-607 4,685.00 BM-2c&d Demand 3.84 Fixed 3.84 4,846.90 70.05 J-608 4,687.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,846.90 69.18 J-611 4,668.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,844.71 76.45 J-612 4,690.00 BM-2c&d Demand 0.00 Fixed 0.00 4,846.98 67.92 J-613 4,695.41 BM-2A Demand 10.59 Fixed 10.59 4,848.29 66.14 J-614 4,694.00 BM-2A Demand 10.59 Fixed 10.59 4,848.14 66.69 J-615 4,694.88 BM-2A Demand 16.67 Fixed 16.67 4,847.09 65.86 J-616 4,690.00 BM-2B Demand 6.58 Fixed 6.58 4,846.11 67.54 J-617 4,690.00 BM-2B Demand 80.00 Fixed 80.00 4,846.10 67.54 J-620 4,677.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,844.19 72.33 J-623 4,686.00 BM-3 Demand 3.84 Fixed 3.84 4,644.11 68.41 J-624 4,685.00 BM-phase 1 Demand 0.00 Fixed 0.00 4,844.13 68.85 J-625 4,678.00 BM-phase 1 Demand 1.19 Fixed 1.19 4,844.17 71.89 J-626 4,675.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,844.23 73.22 J-627 4,692.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,847.84 67.42 J-630 4,708.00 BM-1 Demand 1.19 Fixed 1.19 4,864.99 67.92 J-631 4,727.00 BM-1 Demand 1.19 Fixed 1.19 4,876.97 64.88 J-636 4,691.00 BM-2c&d Demand 3.84 Fixed 3.84 4,846.86 67.43 J-637 4,681.00 BM-6 Demand 15.88 Fixed 15.88 4,846.89 71.77 J-638 4.680.00 BM-6 Demand 1.41 Fixed 1.41 4,846.88 72.20 J-639 4,683.00 BM-6 Demand 1.76 Fixed 1.76 4,846.88 70.90 J-640 4,681.00 BM-6 Demand 1.41 Fixed 1.41 4,846.88 71.77 Title:Baxter Meadows Project Engineer: Keith Waring j:\...\watercad\phase iii modl phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 05/16/06 07:58:09 PM 0 Haestad Methods, Inc- 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 2 Scenario: Baxter Phase 3 Av, ay Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) Calculated ydraulic Grad (psi) (gpm) (ft) J-641 4,682.80 BM-6 Demand 1.76 Fixed 1.76 4,846.88 70.99 J-642 4,685.00 BM-6 Demand 3.18 Fixed 3.18 4,846.88 70.04 J-700 4,714.00 BM-1 Demand 25.00 Fixed 25.00 4,885.77 74.32 J-1004 4,669.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,845.11 76.19 J-1011 4,681.00 BM-2c&d Demand 1.19 Fixed 1.19 4,845.87 71.33 J-1027 4,675.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,844.23 73.22 J-1028 4,677.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,844.19 72.33 J-1030 4,685.00 BM-2c&d Demand 3.84 Fixed 3.84 4,846.38 69.82 J-1041 4,678.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,844.13 71.88 J-1042 4,685.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,844.13 68.85 J-1050 4,687.00 BM-2c&d Demand 1.19 Fixed 1.19 4,846.82 69.15 J-1051 4,692.00 BM-2c&d Demand 3.84 Fixed 3.84 4,846.88 67.01 J-1052 4,687.00 BM-2c&d Demand 3.84 Fixed 3.84 4,846.99 69.22 J-1059 4,685.00 BM-phase 1 Demand 3.84 Fixed 3.64 4,847.09 70.13 J-1061 4,692.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,847.25 67.17 J-1062 4,687.00 BM-1 Demand 3.84 Fixed 3.84 4,847.19 69.31 J-1063 4,685.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,847.23 70.19 J-1066 4,692.00 BM-2A Demand 6.67 Fixed 6.67 4,848.71 67.80 J-1067 4,702.00 BM-2A Demand 6.67 Fixed 6.67 4,850.20 64.12 J-1070 4,697.00 BM-1 Demand 1.19 Fixed 1.19 4,858.45 69.85 J-1075 4.702.00 BM-1 Demand 1.19 Fixed 1.19 4,861.69 69.09 J-1093 1 4,677.00 BM-phase 1 1 Demand 1 3.84 1 Fixed 13.841 4,844.17 72.33 Title:Baxter Meadows Project Engineer: Keith Waring j:\...\watercad\phase iii modl phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 05/16/06 07:58:09 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 2 of 2 Scenario: Baxter Phase 3 Ma. ay Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) Calculated ydraulic Grad. (psi) (gpm) (ft) J-569 4,690.00 BM-2A Demand 16.47 Fixed 16.48 4,868.99 77.44 J-571 4,687.50 BM-2B Demand 16.45 Fixed 16.45 4,868.23 78.19 J-572 4,691.00 BM-2B Demand 250.00 Fixed 250.00 4,866.53 75.94 J-573 4,686.00 BM-2B Demand 250.00 Fixed 250.00 4,866.34 78.03 J-574 4,700.00 BM-213 Demand 0.00 Fixed 0.00 4,866.37 71.98 J-576 4,700.00 BM-2B Demand 0.00 Fixed 0.00 4,866.61 72.08 J-578 4,678.00 BM-3 Demand 0.00 Fixed 0.00 4,867.44 81.96 J-579 4,686.00 BM-3 Demand 9.70 Fixed 9.70 4,867.28 78.43 J-580 4,689.50 BM-3 Demand 9.70 Fixed 9.70 4,867.28 76.92 J-581 4,689.00 BM-3 Demand 11.47 Fixed 11.47 4,867.28 77.13 J-582 4,689.60 BM-3 Demand 7.94 Fixed 7.94 4,867.28 76.87 J-583 4,685.50 BM-3 Demand 9.70 Fixed 9.70 4,867.28 78.65 J-584 4,694.50 BM-3 Demand 5.29 Fixed 5.29 4,867.28 74.75 J-585 4,694.30 BM-3 Demand 4.41 Fixed 4.41 4,867.28 74.84 J-586 4,691.90 BM-3 Demand 7.94 Fixed 7.94 4,867.28 75.88 J-587 4,683.00 BM-3 Demand 9.70 Fixed 9.70 4,867.28 79.73 J-588 4,694.30 BM-3 Demand 8.82 Fixed 8.82 4,867.28 74.84 J-589 4,696.00 BM-3 Demand 7.06 Fixed 7.06 4,867.28 74.11 J-590 4,680.70 BM-3 Demand 3.53 Fixed 3.53 4,867.29 80.73 J-591 4,678.00 BM-3 Demand 8.82 Fixed 8.82 4,867.31 81.91 J-592 4,680.00 BM-3 Demand 0.00 Fixed 0.00 4,867.28 81.03 J-593 4,695.00 BM-3 Demand 0.00 Fixed 0.00 4,867.28 74.54 J-594 4,696.00 BM-3 Demand 3.53 Fixed 3.53 4,867.28 74.10 J-595 4,695.00 BM-3 Demand 0.00 Fixed 0.00 4,867.28 74.54 J-596 4,687.30 BM-3 Demand 2.65 Fixed 2.65 4,867.28 77.87 J-597 4,695.00 BM-3 Demand 3.53 Fixed 3.53 4,867.28 74.54 J-600 4,686.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,869.00 79.17 J-604 4,691.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,869.17 77.09 J-605 4,687.00 BM-2c&d Demand 0.00 Fixed 0.00 4,868.98 78.73 J-606 4,690.00 BM-phase 1 Demand 9.61 Fixed 9.61 4,869.16 77.51 J-607 4,685.00 BM-2c&d Demand 9.60 Fixed 9.60 4,868.98 79.60 J-608 4,687.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,869.00 78.74 J-611 4,668.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,867.92 86.50 J-612 4,690.00 BM-2c&d Demand 0.00 Fixed 0.00 4,869.00 77.44 J-613 4,695.41 BM-2A Demand 26.48 Fixed 26.48 4,869.76 75.43 J-614 4,694.00 BM-2A Demand 26.48 Fixed 26.48 4,869.68 76.01 J-615 4,694.88 BM-2A Demand 41.68 Fixed 41.67 4,868.97 75.32 J-616 4,690.00 BM-2B Demand 16.45 Fixed 16.45 4,867.76 76.91 J-617 4,690.00 BM-2B Demand 200.00 Fixed 200.00 4,867.68 76.87 J-620 4,677.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,867.33 82.35 J-623 4,686.00 BM-3 Demand 9.60 Fixed 9.60 4,867.28 78.43 J-624 4,685.00 BM-phase 1 Demand 0.00 Fixed 0.00 4,867.29 78.87 J-625 4,678.00 BM-phase 1 Demand 2.97 Fixed 2.97 4,867.32 81.91 J-626 4,675.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,867.38 83.23 J-627 4,692.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,869.58 76.83 J-630 4,708.00 BM-1 Demand 2.97 Fixed 2.97 4,881.19 74.93 J-631 4,727.00 BM-1 Demand 2.97 Fixed 2.97 4,889.41 70.27 J-636 4,691.00 BM-2c&d Demand 9.60 Fixed 9.60 4,868.99 77.01 J-637 4,681.00 BM-6 Demand 39.69 Fixed 39.69 4,868.97 81.32 J-638 4,680.00 BM-6 Demand 3.53 Fixed 3.53 4,868.97 81.76 J-639 4,683.00 BM-6 Demand 4.41 Fixed 4.41 4,868.97 80.46 J-640 4,681.00 BM-6 Demand 3.53 Fixed 3.53 4,868.97 81.33 Title:Baxter Meadows Project Engineer: Keith Waring j:\...\watercad\phase iii modl phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 05/16/06 07:57:54 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 2 Scenario: Baxter Phase 3 Ma ay Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) Calculated ydraulic Grad (psi) (gpm) (ft) J-641 4,682.80 BM-6 Demand 4.41 Fixed 4.41 4,868.97 80.55 J-642 4,685.00 BM-6 Demand 7.94 Fixed 7.94 4,868.97 79.60 J-700 4,714.00 BM-1 Demand 62.50 Fixed 62.50 4,895.47 78.51 J-1004 4,669.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,868.39 86.27 J-1011 4,681.00 BM-2c&d Demand 2.97 Fixed 2.97 4,868.66 81.19 J-1027 4,675.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,867.38 83.23 J-1028 4,677.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,867.33 82.35 J-1030 4,685.00 BM-2c&d Demand 9.60 Fixed 9.60 4,868.84 79.54 J-1041 4,678.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,867.29 81.90 J-1042 4,685.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,867.29 78.87 J-1050 4,687.00 BM-2c&d Demand 2.97 Fixed 2.97 4,869.00 78.74 J-1051 4,692.00 BM-2c&d Demand 9.60 Fixed 9.60 4,869.00 76.58 J-1052 4,687.00 BM-2c&d Demand 9.60 Fixed 9.60 4,869.00 78.74 J-1059 4,685.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,869.14 79.67 J-1061 4,692.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,869.20 76.67 J-1062 4,687.00 BM-1 Demand 9.60 Fixed 9.60 4,869.22 78.84 J-1063 4,685.00 BM-phase 1 Demand 9.60 Fixed 9.60 4,869.23 79.71 J-1066 4,692.00 BM-2A Demand 16.68 Fixed 16.67 4,870.11 77.06 J-1067 4,702.00 BM-2A Demand 16.68 Fixed 16.67 4,871.09 73.16 J-1070 4,697.00 BM-1 Demand 2.97 Fixed 2.97 4,876.71 77.75 J-1075 4,702.00 BM-1 Demand 2.97 Fixed 2.97 4,878.92 76.55 J-1093 14,677.00 BM-phase 1 1Demand 9.60 1 Fixed 19.601 4,867.32182.34 Title: Baxter Meadows Project Engineer:Keith Waring j:\...\watercad\phase iii modl phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.51201 05/16/06 07:57:54 PM ®Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 2 of 2 Scenario: Baxter Phase 3 Pea. our Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) Calculatedl iydraulic Grad (psi) (gpm) (ft) J-569 4,690.00 BM-2A Demand 6.59 Fixed 6.59 4,847.07 67.96 J-571 4,687.50 BM-2B Demand 6.58 Fixed 6.58 4,846.39 68.74 J-572 4,691.00 BM-2B Demand 100.00 Fixed 100.00 4,844.70 66.50 J-573 4,686.00 BM-2B Demand 100.00 Fixed 100.00 4,843.61 68.19 J-574 4,700.00 BM-26 Demand 0.00 Fixed 0.00 4,843.96 62.28 J-576 4,700.00 BM-2B Demand 0.00 Fixed 0.00 4,843.47 62.07 J-578 4,678.00 BM-3 Demand 0.00 Fixed 0.00 4,844.28 71.94 J-579 4,686.00 BM-3 Demand 3.89 Fixed 3.89 4,844.10 68.40 J-580 4,689.50 BM-3 Demand 3.89 Fixed 3.89 4,844.09 66.88 J-581 4,689.00 BM-3 Demand 4.59 Fixed 4.59 4,844.09 67.10 J-582 4,689.60 BM-3 Demand 3.17 Fixed 3.17 4,844.09 66.84 J-583 4,685.50 BM-3 Demand 3.88 Fixed 3.88 4,844.09 68.62 J-584 4,694.50 BM-3 Demand 2.12 Fixed 2.12 4,844.08 64.72 J-585 4,694.30 BM-3 Demand 1.76 Fixed 1.76 4,844.08 64.80 J-586 4,691.90 BM-3 Demand 3.17 Fixed 3.17 4,844.08 65.84 J-587 4,683.00 BM-3 Demand 3.88 Fixed 3.88 4,844.10 69.70 J-588 4,694.30 BM-3 Demand 3.53 Fixed 3.53 4,844.10 64.81 J-589 4,696.00 BM-3 Demand 2.82 Fixed 2.82 4,844.10 64.08 J-590 4,680.70 BM-3 Demand 1.41 Fixed 1.41 4,844.11 70.70 J-591 4,678.00 BM-3 Demand 3.53 Fixed 3.53 4,844.14 71.88 J-592 4,680.00 BM-3 Demand 0.00 Fixed 0.00 4,844.10 71.00 J-593 4,695.00 BM-3 Demand 0.00 Fixed 0.00 4,844.09 64.50 J-594 4,696.00 BM-3 Demand 1.41 Fixed 1.41 4,844.08 64.07 J-595 4,695.00 BM-3 Demand 0.00 Fixed 0.00 4,844.06 64.49 J-596 4,687.30 BM-3 Demand 1.06 Fixed 1.06 4,844.11 67.84 J-597 4,695.00 BM-3 Demand 1.41 Fixed 1.41 4,844.11 64.51 J-600 4,686.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,846.87 69.60 J-604 4,691.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,847.18 67.57 J-605 4,687.00 BM-2c&d Demand 0.00 Fixed 0.00 4,846.88 69.17 J-606 4,690.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,847.15 67.99 J-607 4,685.00 BM-2c&d Demand 3.84 Fixed 3.84 4,846.90 70.05 J-608 4,687.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,846.90 69.18 J-611 4,668.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,844.71 76.45 J-612 4,690.00 BM-2c&d Demand 0.00 Fixed 0.00 4,846.98 67.92 J-613 4,695.41 BM-2A Demand 10.59 Fixed 10.59 4,848.29 66.14 J-614 4,694.00 BM-2A Demand 10.59 Fixed 10.59 4,848.14 66.69 J-615 4,694.88 BM-2A Demand 16.67 Fixed 16.67 4,847.09 65.86 J-616 4,690.00 BM-213 Demand 6.58 Fixed 6.58 4,846.11 67.54 J-617 4,690.00 BM-2B Demand 80.00 Fixed 80.00 4,846.10 67.54 J-620 4,677.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,844.19 72.33 J-623 4,686.00 BM-3 Demand 3.84 Fixed 3.84 4,844.11 68.41 J-624 4,685.00 BM-phase 1 Demand 0.00 Fixed 0.00 4,844.13 68.85 J-625 4,678.00 BM-phase 1 Demand 1.19 Fixed 1.19 4,844.17 71.89 J-626 4,675.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,844.23 73.22 J-627 4,692.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,847.84 67.42 J-630 4,708.00 BM-1 Demand 1.19 Fixed 1.19 4,864.99 67.92 J-631 4,727.00 BM-1 Demand 1.19 Fixed 1.19 4,876.97 64.88 J-636 4,691.00 BM-2c&d Demand 3.84 Fixed 3.84 4,846.86 6743 J-637 4,681.00 BM-6 Demand 15.88 Fixed 15.88 4,846.89 71.77 J-638 4,680.00 BM-6 Demand 1.41 Fixed 1.41 4,846.88 72.20 J-639 4,683.00 BM-6 Demand 1.76 Fixed 1.76 4,846.88 70.90 J-640 4,681.00 BM-6 Demand 1.41 Fixed 1.41 4,846.88 71.77 Title:Baxter Meadows Project Engineer:Keith Waring j:\...\watercad\phase iii modl phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.51201 05/16/06 07:58:21 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 2 Scenario: Baxter Phase 3 Pea our Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) Calculated ydraulic Gra (psi) (gpm) (ft) J-641 4,682.80 BM-6 Demand 1.76 Fixed 1.76 4,846.88 70.99 J-642 4,685.00 BM-6 Demand 3.18 Fixed 3.18 4,846.88 70.04 J-700 4,714.00 BM-1 Demand 25.00 Fixed 25.00 4,885.77 74.32 J-1004 4,669.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,845.11 76.19 J-1011 4,681.00 BM-2c&d Demand 1.19 Fixed 1.19 4,845.87 71.33 J-1027 4,675.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,844.23 73.22 J-1028 4,677.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,844.19 72.33 J-1030 4,685.00 BM-2c&d Demand 3.84 Fixed 3.84 4,846.38 69.82 J-1041 4,678.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,844.13 71.88 J-1042 4,685.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,844.13 68.85 J-1050 4,687.00 BM-2c&d Demand 1.19 Fixed 1.19 4,846.82 69.15 J-1051 4,692.00 BM-2c&d Demand 3.84 Fixed 3.84 4,846.88 67.01 J-1052 4,687.00 BM-2c&d Demand 3.84 Fixed 3.84 4,846.99 69.22 J-1059 4,685.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,847.09 70.13 J-1061 4,692.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,847.25 67.17 J-1062 4,687.00 BM-1 Demand 3.84 Fixed 3.84 4,847.19 69.31 J-1063 4,685.00 BM-phase 1 Demand 3.84 Fixed 3.84 4,847.23 70.19 J-1066 4,692.00 BM-2A Demand 6.67 Fixed 6.67 4,648.71 67.80 J-1067 4,702.00 BM-2A Demand 6.67 Fixed 6.67 4,850.20 64.12 J-1070 4,697.00 BM-1 Demand 1.19 Fixed 1.19 4,858.45 69.85 J-1075 4,702.00 BM-1 Demand 1.19 Fixed 1.19 4,861.69 69.09 J-1093 14,677.00 BM-phase 1 1Demand 13.841 Fixed 1 3.841 4,844.17172.33 Title:Baxter Meadows Project Engineer: Keith Waring j:\...\watercad\phase iii modl phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 05/16/06 07:58:21 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 2 of 2 Scenario: Baxter Phase 3 Ma ay Fire Flow Analysis Fire Flow Report Label Fire Flow Fire Flow Satisfies Needed Available Total Residual Calculated Calculated MinimurIV inimum Zor a Zone Iterations Balanced? Fire Flow Fire Flow Fire Flow Pressure Minimum Residual Zone Pressure Constraints? (gpm) Flow Available (psi) Zone Pressure Junction (psi) (gpm) (gpm) Pressure (psi) (psi) J-630 1 true true 1,500.00 3,000.00 3,002.98 20.00 30.61 27.98 J-1075 20.00 BM-1 J-1062 1 true true 1,500.00 3,000.00 3,009.60 20.00 36.76 28.86 J-1070 20.00 BM-1 J-631 1 true true 1,500.00 3,000.00 3,002.98 20.00 33.17 24.94 J-630 20.00 BM-1 J-1075 1 true true 1,500.00 3,000.00 3,002.98 20.00 30.01 29.32 J-630 20.00 BM-1 J-1070 1 true true 1,500.00 3,000.00 3,002.98 20.00 31.28 30.33 J-1075 20.00 BM-1 J-700 1 true true 1,500.00 3,000.00 3,062.50 20.00 29.48 35.15 J-631 20.00 BM-1 J-615 1 true true 1,500.00 3,000.00 3,041.68 20.00 27.29 24.01 J-613 20.00 BM-2A J-614 1 true true 1,500.00 3,000.00 3,026.48 20.00 26.72 25.07 J-1067 20.00 BM-2A J-613 1 true true 1,500.00 3,000.00 3,026.48 20.00 26.56 24.55 J-1067 20.00 BM-2A J-1067 1 true true 1,500.00 3,000.00 3,016.67 20.00 28.40 25.52 J-613 20.00 BM-2A J-569 1 true true 1,500.00 3,000.00 3,016.48 20.00 25.86 27.59 J-615 20.00 BM-2A J-1066 1 true true 1,500.00 3,000.00 3,016.67 20.00 26.42 29.13 J-1067 20.00 BM-2A J-617 14 true true 1,500.00 2,839.42 3,039.42 20.00 22.60 20.00 J-574 20.00 BM-2B J-616 13 true true 1,500.00 2,930.05 2,946.50 20.00 20.00 22.52 J-574 20.00 BM-2B J-572 14 true true 1,500.00 2,661.44 2,911.44 20.00 20.00 21.72 J-574 20.00 BM-2B J-571 1 true true 1,500.00 3,000.00 3,016.45 20.00 20.33 20.06 J-574 20.00 BM-2B J-573 15 true true 1,500.00 2,599.46 2,849.46 20.00 20.00 22.37 J-574 20.00 BM-2B J-576 14 true true 1,500.00 2,547.55 2,547.55 20.00 24.86 20.00 J-574 20.00 BM-2B J-574 14 true true 1,500.00 2,513.49 2,513.49 20.00 26.67 20.00 J-576 20.00 BM-2B J-1050 1 true true 1,500.00 3,000.00 3,002.98 20.00 28.90 30.71 J-1051 20.00 BM-2c&d J-1051 1 true true 1,500.00 3,000.00 3,009.60 20.00 27.71 27.12 J-636 20.00 BM-2c&d J-636 13 true true 1,500.00 2,815.06 2,824.66 20.00 30.30 20.00 J-605 20.00 BM-2c&d J-1030 1 true true 1,500.00 3,000.00 3,009.60 20.00 29.47 30.83 J-1051 20.00 BM-2c&d J-607 1 true true 1,500.00 3,000.00 3,009.60 20.00 22.87 21.49 J-605 20.00 BM-2c&d J-605 1 true true 1,500.00 3,000.00 3,000.00 20.00 23.59 20.62 J-636 20.00 BM-2c&d J-1052 1 true true 1,500.00 3,000.00 3,009.60 20.00 28.15 29.56 J-1051 20.00 BM-2c&d J-612 1 true true 1,500.00 3,000.00 3,000.00 20.00 27.38 24.92 J-636 20.00 BM-2c&d J-1011 1 true true 1,500.00 3,000.00 3,002.98 20.00 30.22 32.74 J-1051 20.00 BM-2c&d J-641 14 true true 1,500.00 2,836.85 2,841.26 20.00 21.98 20.00 J-642 20.00 BM-6 J-642 15 true true 1,500.00 2,888.95 2,896.89 20.00 21.07 20.00 J-641 20.00 BM-6 J-639 15 true true 1,500.00 2,875.03 2,879.44 20.00 21.18 20.00 J-642 20.00 BM-6 J-637 14 true true 1,500.00 2,817.44 2,857.13 20.00 24.47 20.00 J-638 20.00 BM-6 J-638 14 true true 1,500.00 2,846.01 2,849.54 20.00 22.87 20.00 J-639 20.00 BM-6 J-640 14 true true 1,500.00 2,849.67 2,853.20 20.00 21.26 20.00 J-641 20.00 BM-6 J-591 13 true true 1,500.00 1,703.98 1,712.80 20.00 20.00 27.32 J-589 20.00 BM-3 J-590 15 true true 1,500.00 1,662.87 1,666.40 20.00 20.00 26.12 J-589 20.00 BM-3 J-592 16 true true 1,500.00 1,604.87 1,604.87 20.00 20.00 23.53 J-589 20.00 BM-3 J-596 14 true true 1,500.00 1,625.43 1,628.08 20.00 20.00 23.33 J-597 20.00 BM-3 J-597 15 true true 1,500.00 1,585.42 1,588.95 20.00 24.89 20.00 J-594 20.00 BM-3 J-595 13 true true 1,500.00 1,643.92 1,643.92 20.00 20.31 20.00 J-594 20.00 BM-3 J-593 14 true true 1,500.00 1,575.62 1,575.62 20.00 24.67 20.00 J-594 20.00 BM-3 J-594 12 true true 1,500.00 1,650.15 1,653.67 20.00 20.43 20.00 J495 20.00 BM-3 J-581 15 true true 1,500.00 1,647.13 1,658.60 20.00 20.00 22.60 J-593 20.00 BM-3 J-582 13 true true 1,500.00 1,665.89 1,673.83 20.00 20.00 21.60 J-589 20.00 BM-3 J-583 13 true true 1,500.00 1,672.49 1,682.19 20.00 20.00 23.45 J-589 20.00 BM-3 J-578 15 true true 1,500.00 1,831.15 1,831.15 20.00 20.00 27.86 J-594 20.00 BM-3 J-579 15 true true 1,500.00 1,682.10 1,691.80 20.00 20.00 24.24 J-594 20.00 BM-3 J-580 12 true true 1,500.00 1,672.12 1,681.82 20.00 20.00 22.81 J-594 20.00 BM-3 J-587 15 true true 1,500.00 1,665.07 1,674.77 20.00 20.00 24.65 J-589 20.00 BM-3 J-588 15 true true 1,500.00 1,646.94 1,655.76 20.00 20.00 20.14 J-589 20.00 BM-3 Title:Baxter Meadows Project Engineer:Keith Waring j:\...\watercad\phase iii modl phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.51201 05/16/06 08:06:16 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 2 Scenario: Baxter Phase 3 Ma )ay Fire Flow Analysis Fire Flow Report Label Fire Flow Fire Flow Satisfies Needed Available Total Residual Calculated Calculated Minimurb inimum Zor a Zone Iterations Balanced? Fire Flow Fire Flow Fire Flow Pressure Minimum Residual Zone Pressure Constraints? (gpm) Flow Available (psi) Zone Pressure Junction (psi) (gpm) (gpm) Pressure (psi) (psi) J-589 15 true true 1,500.00 1,604.83 1,611.89 20.00 22.96 20.00 J-588 20.00 BM-3 J-584 12 true true 1,500.00 1,658.94 1,664.23 20.00 20.00 20.65 J-594 20.00 BM-3 J-585 14 true true 1,500.00 1,656.56 1,660.97 20,00 20.19 20.00 J-594 20.00 BM-3 J-586 13 true true 1,500.00 1,646.12 1,654.06 20.00 20.99 20.00 J-593 20.00 BM-3 J-623 14 true true 1,500.00 1,688.78 1,698.38 20.00 20.00 23.89 J-597 20.00 BM-3 J-626 15 true true 1,500.00 1,878.57 1,888.17 20.00 20.00 23.43 J-1042 20.00 BM-phas( J-627 1 true true 1,500.00 3,000.00 3,009.60 20.00 28.99 28.49 J-1061 20.00 BM-phas( J-624 13 true true 1,500.00 1,780.15 1,780.15 20.00 20.00 20.00 J-1042 20.00 BM-phas( J-625 15 true true 1,500.00 1,822.36 1,825.33 20.00 20.00 22.03 J-1042 20.00 BM-phase J-1041 15 true true 1,500.00 1,754.06 1,763.66 20.00 21.30 20.00 J-1042 20.00 BM-phase J-1063 1 true true 1,500.00 3,000.00 3,009.60 20.00 29.08 31.08 J-1061 20.00 BM-phase J-1093 15 true true 1,500.00 1,822.36 1,831.96 20.00 20.00 20.08 J-1042 20.00 BM-phase J-1061 1 true true 1,500.00 3,000.00 3,009.60 20.00 27.77 26.04 J-604 20.00 BM-phase J-1028 13 true true 1,500.00 1,786.01 1,795.61 20.00 22.62 20.00 J-1042 20.00 BM-phase J-1059 1 true true 1,500.00 3,000.00 3,009.60 20.00 29.06 31.20 J-1061 20.00 BM-phase J-1004 1 true true 1,500.00 3,000.00 3,009.60 20.00 30.35 37.75 J-1042 20.00 BM-phase J-608 1 true true 1,500.00 3,000.00 3,009.60 20.00 29.16 29.25 J-1061 20.00 BM-phasf J-606 1 true true 1,500.00 3,000.00 3,009.61 20.00 25.74 25.30 J-604 20.00 BM-phase J-600 1 true true 1,500.00 3,000.00 3,009.60 20.00 29.15 29.98 J-1061 20.00 BM-phasf J-604 1 true true 1,500.00 3,000.00 3,009.60 20.00 26.23 24.59 J-606 20.00 BM-phas( J-1027 15 true true 1,500.00 1,862.64 1,872.24 20.00 20.75 20.00 J-1042 20.00 BM-phast J-1042 15 true true 1,500.00 1,687.59 1,697.19 20.00 24.56 20.00 J-624 20.00 BM-phas( J-611 15 true true 1,500.00 2,475.86 2,485.46 20.00 20.00 27.63 J-1042 20.00 BM-phas( J-620 1151 true I true 1 1,500.001 1,840.851 1,850.451 20.001 20.001 22.33 J-1042 20.00 BM-phasq Title: Baxter Meadows Project Engineer:Keith Waring j:\...\watercad\phase iii modl phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 05/16/06 08:06:16 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 2 of 2 APPENDIX C STORM DRAIN DESIGN CALCULATIONS � I • I 10 1 - - f1.1 �•2_- 'EfigtCME STREET Zoo Ir - �`.' If 06 —1 20 ALLEY _ _ 1y w O Q I 4 noND a ) z w �I O G w 0 50' 100, 150, SCALE WW$ (n AW, w ( 5 ((_� W W W O �tv0 ''� i J ODD 4Zp DRAINAGE TOTAL AREA ,D BASIN SF ACRE >L 4 GGG < 6 � 1 3600 0.08 .79 2 87095 2.00 .50 p p p 3 7994 0.18 .79 3 J I I 4 131159 3.01 .50 Q� 5 36234 0.83 .50 J I I i I 6 12078 0.28 .63 A l Q III, I I _ I 7 5 332 50 cm }m}m>m E ' 6) DRAWN BY: JLN NO DESIGNED BY: DUALITY CHECK: DATE: t28.06 O w 1 I III II JOB NO. BOS01fi-023 Z I I FIELOBOOK I I I 1. co GALLOWAY STREET �j `ID rl J � a 0 N Q v 1 " Z cal II I; Q Z co Q O N m 3 W v � z W 04 - - II � m z E z 1 1 o w ;+ co Lo 0 m In �. I I CAD NO. 818.22drain AWO SHEET OF - za -. ..--- - G 100' 200' 300' Q POND 4' I I I x z a _.r f ' •. y S C A L E L]{ y O w 1$TING SiORMWATER - DEAANOED DETENTION POND '` TOfAL DRAINAGE AREA OF 19.17 ACRES z N • ,• ' Y lr RS / 50' WATERCOUt SET-9138 Cr REfE(JTION 1 - - CK O w PONDA� POND 1f0 BE CONVERTED ul ���II C70 TO OFa`fENTIDN'IN 41E > zm FUTUREwe tY K w I U In In 1n www a wz C o 0 o hhQ�il 4 n ---.-�_'�----T'--W1LI.ATfN�iEEtN9O11t.EVAfi� - -•,+ —�— ---'— FT— — — — — — I w w i i /• o00,l•J.1_ � � 6 �3 - , SE I f" �� N w -_I 1 ( 1 II_ _ '3 _ I _.—.—_—_—_--_._. _�_ _I��'•_�•--.7�_ __—I,' _. DRAWN BY: JLN O l { _ f r' ''. DESIGNED BY: _ - •--� - -..- _ - _ - — QUALITY CHECK: n , f .1 ~ k If I J DATE: 4. JOB NO. BOS-016-0236-023 FIELDBOOK -_ — _ — -—-— — .__— — 0 I I FERGUSON AVENUE N _••.. ..r .—.-ter_.. . —.4'\ .`_� `` \\\`� _�..1 L0 _ DRAINAGE BASIN ti Y I _ ._'•/ / A`.♦ BOUNDARY .� .I ,.•, , I I 1 1 W ! i v) 0 I = Q a _ I ' r ' { za. J z 'vt % ; O W 02 F- ` LASSO AVENUE N t W w IN � o O LLI Qci - co CL 0 > m a) 0 c m cD 0 Lo 0 m Lo 0 0 N_ Cr,o r10. 516-22 onJ:Me SHEET 1 OF Baxter Meadows - Phase 6 Runoff Coe{{iecients Total Impervious Area Lawn Area Roof Area Weighted Assumed Basin# Area c= 0.90 c= 0.15 c= 0.80 "d. "e sf sf % sf % sf % 1 3600 3057 85% 543 15% 0.79 2 0.50 3 7994 6810 85% 1184 15% 0.79 4 0.50 5 0.50 6 12078 7651 63% 4427 37% 0.63 7 0.50 *Assumed"c"values are obtained from the COB Design Standards,Table 1-1 Table 3-1. Runoff Coefficients for Rational Formula(14). Type of Drainage Area Runoff Coefficient, C* Business: Downtown areas 0.70 -0.95 Neighborhood areas 0.50 -0.70 Residential: Single-family areas 0.30-0.50 Multi-units, detached 0.40 -0.60 Multi-units, attached 0.60 -0.75 Suburban 0.25 -0.40 Apartment dwelling areas 0.50 -0.70 Industrial: Light areas 0.50-0.80 Heavy areas 0.60 -0.90 Parks, cemeteries 0.10 -0.25 Playgrounds 0.20 -0.40 Railroad yard areas 0.20-0.40 Unimproved areas 0.10 -0.30 Lawns: Sandy soil, flat, 2% 0.05 -0.10 Sandy soil, average, 2 -7% 0.10 -0.15 Sandy soil, steep, 7% 0.15-0.20 Heavy soil, flat, 2% 0.13-0.17 Heavy soil, average, 2-7% 0.18 -0.22 Heavy soil, steep, 7% 0.25-0.35 Streets: Asphaltic 0.70 -0.95 Concrete 0.80-0.95 Brick 0.70 -0.85 Drives and walks 0.75-0.85 Roofs 0.75-0.95 *Higher values are usually appropriate for steeply sloped areas and longer return periods because infiltration and other losses have a proportionally smaller effect on runoff in these cases. where: x = subscript designating values for incremental areas with consistent land cover The following example illustrates the calculation of the runoff coefficient, C, using area weighing. 3-6 Baxter Meadows - Phase 6 nrainagg Ra.cin Riinnff ralr.t!jgtion.c- 2.5 Ygar FI/P.nt Basin# Flow Freq. Factor Tc* 25 yr Flow C Slope Length Area C� i Q % ft ac min in/hr cfs 1 0.79 1.18 121 0.083 1.10 5.00 3.83 0.25 2 0.5 1.04 635 1.999 1.10 25.58 1.35 1.35 3 0.79 0.67 250 0.184 1.10 7.81 2.88 0.42 4 0.5 0.70 710 3.011 1.10 30.87 1.19 1.80 Total 5.277 *T,minimum of 5 minutes 1.87(1.1-CC.,),/D i25 = 0.78 - Tc-'64 Q=C•i•A T, = s r/3 Pond 4 Runoff Calculations-25 Year Event Basin# Flow Freq.Factor Tc* 25 yr Flow C Slope Length Area Cf i Q % ft ac min In/hr cfs 5 0.5 0.6 265 0.832 1.10 19.85 1.58 0.66 6 0.63 0.5 250 0.277 1.10 15.16 1.88 0.33 7 0.5 0.7 750 3.321 1.10 31.72 1.17 1.95 Total 4.430 *T,minimum of 5 minutes n C) £ I'I]Tfl !I]- lfl N r q r .- m Ni r, u> kn O mwwww wwwww U a a a a a a a a a a w �lw w uj L', J�w w �0 �3 C3 �0 tO lO N l0 f0 0 0 0 0 0 0 0 0 0 0 ' d �acL q y p [��>pp pj pj > pj 7 d V Dpp p7 a U U Q Q Q C 4 6 Q 4 Q 5 Y n u y a d r 0 0 0 0 0 00000 a d '�j N ap N N 01 A N O N 6. n U N N N l� t0 V1 N m 4'1 K A U d a o 0 0 0 0 0 0 o Q n E F o M a+N N �z en v II v� -d � e� v � rivi mr�iririm O1 > O C 1 N J r N O N ~ OI O � J N IVI .y N d d o o e m o a m o 0 _ _na o n ire oom In d ) m 0 m 0 N N 1� " N C "' 0 0 0 0 O O O O O N O V C CO m C m2 m2 cl � C 0 0 0 0 0 O O O O O C (n C d O O O O O 0 0 0 0 0 N N c0 N 9 °u N Lo C v LL'1 N ill m N N Ql CO DD Ul w0 a— V 16 co N a 3 U o d o - N G m A N O O O io � U � Cd y_ op L N _ � U c m Ol Ei 6 m S < E U C QE o °v° m r° Q m ui ,24 II U ti O R N N E q ^ N N N N p Q 2 0 0 ^ G WO P c o U q 0 c � f0�, O � u0'i t� � fmp 7 U c� n U WQ 7� a oo `no Mm cmy ` G N Ci (V o In l7 O O N 7 0 0: 1O — o c o O d m n � a d O � ry mad � Nmv, v> .o J a ¢ ¢ a m 1 ao m et ro d Baxter Meadows - Phase 6 Retention Pond A Calculations - 10 Year Event Find flowrate for 2-hr 10 year storm event. i Flow C Area i Q ac in/hr cfs 0.5 5.277 0.41 1.08 Q = C•i•A V = 7200 Q Volume= 7789 cf Minimum Area(18"depth)= 5193 sf 2/ [ � { ( E z{ Iq E � G / $ c \ . k� � § ^ Lq k \ L _ w cD/ j ° ® \ / �k OR a /\ � \ / 2 / / \© CD _ / 2 0 § \ ) » ) ) / { - E \ & A § § - 2 Z § � - Jco } z � » kt / Iq o2 § m c & 2 \ k � .c . k > o > k ) � U 3 C t / I \@ ® II k k ! - E § ^ { \ \ co � / » m > � co 22 _ E 11 cl� f£ £ % \ E � ka) k ° o \® ~ 2 � 0FL I - - c A > m E \ m E \ < £ E 2 - [ ) « $ ` \ 2 ` � { = i ) zE r | @ < | o � ^ 2 § } to e ) 3 V Q 2 CD ) / / E3 rm 0m n / ) \ f \ E a a 0 m ® #a \ - -- C Q / e. ƒ 0 \/ { r / ( $ 2{ E ° 2 / § c � Scm cu $ - �� cu - ° u § In ) 04 = / Jf T - LO j 2 ) a � ® r ° 0 w / § X g § ƒ / § m « _ ) \ 2 \ ° k 0 _0 - CL 5 # ■ \ » z 2 \ k CY> ■ 7 , 2 r § 2 \ E ! f) \ m > 2 / � & E n U. (D o . ) \ I t \ (D ' U. ° cr } 4 % 7 2 2 2 / - r � \ m $ \ c g II k t) \ f § m � / § ) w ) 2 ~ c t o E k . „ E \ ° o ® k \ \ c \ � \ � \ Q ° _ G j / m2E 2 E / # f [ f E # 2 - e E m e e t ƒ 0 Z] CN ) # y § | ) k ; 3 � q � R � § ) I | ) } / k ° C. 0U, LL. Q a 7 � MA n 3 0 \ § \ m & w , e ) 0 � N i POND 4 azo Zz- o= �a ii r 3 0 50' 100' 150' v� a SCALE � zz o� V= TOTAL DRAINAGE AREA = 4.43 ACRES z zh w — a VOLUME OF EXISTING POND 4 = 4920 CF 1 co A W z N V N O ' 0�yyy IOW. 0wz cc A m m m DRAWN BY: JLN DESIGNED BY: QUALITY CHECK: GALLOWAY STREET DATE: 2.22.06 JOB NO. 605-016-023 f[ FIF.LAHOOK 00 CD lI �` LU ,J N 0 N N m � Z UJI =jI c ! a m a. M I J N a N a Z f0 O F- Z +III Z N W 2 m Z N z W O a Lo ~ N Z d o CL m o ° > m 0 0 CAD NO. 51642 ood4.DWG SHEET 1 OF Baxter Meadows - Phase 6 Hydraulic Analysis- COB Pond Volume Calculations Bottom Top Required Pond Area Area Depth Volume Volume Check sf sf ft cf cf A-Retention 5326 7524 1.5 9638 7789 Adequate 4 4469 5370 1.0 4920 2658 Adequate NOTE:Pond volumes are calculated for ponds using the Average Area Method. Baxter Meadows - Phase b Hydraulic Analysis- COB Slot Orifice Structures Project: Baxter Meadows 6 B05-016-023 Reference: COB Design Standards FC�-LC.L.H3i2 _ —geir Qpre C Width Head Qweir cfS in ft cfS A-Future 2.84 3.33 5.5 1.5 2.80 2.80 < 2.84 OK Existing Pond 4 0.75 3.33 1 1.5 0.51 0.51 < 0.75 OK Proposed Pond 4 0.75 3.33 1.5 1.5 0.76 0.76 < 0.75 Acceptable Prepared by:TD&H 5/9/2006 J:\2005\B05-016\023\Design Report\C-Hydraulics.xls