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HomeMy WebLinkAbout03 .Barron Crossing Water Systems ReportWATER SYSTEM REPORT For BARRON CROSSING SUBDIVISION N,T.S. l� P1 itY �P h ?4.�'1P1 QUO GP F.� P o s� ti �4P � �o y�o- y� � �y s`` �� Prepared for: BCS DEVELOPMENT CO. 4090 S.H. 6 SovTx COLLEGE STATIONS TExas 77845�''y:�'' J. DALE BROWNE, JR. q:���81890 ��;u? November 7, 2014 MSESI No.10530027 L�J L�J �IcCLI7RC & BROWNE EI�GI�ir>;RING/SL�RVEYIVG, iNC. 1008 Wcoticreek Dr, Suite 103 � College Slaiion, Tx. 77845 � (979) 693-3838 Engineer Reg. No. F-468 Survey Reg. No. 101033-00 WATER SYSTEM ANALYSIS BARRON CROSSING SUBDIVISION Area encompassed by this phase: Anticipated land use: Anticipated natmber of lots: Notes on surrounding development: General Note: Primary Water Supply Line: Software model.• Average dailyflow: General Information 13.404 acres Single Family Residential Townhomes and Commercial Development 78 Residential Lots 1 Commercial Lot (4.6 acres) 1 Commercial Lot (2.2 acres) The area south of the site is currently under development, east of the site is William D. Fitch Parkway, W. S. Phillips Parkway is being constructed west of the site and north of the site is a single undeveloped commercial lot. Peaking factor: Estimated Peak Domestic Demand.• Estimated Peak Commercial Demand: Estimated Fire Flow Demand• Pipe Material.• Roughness Coefficient Max. Pipe Lengths: Most Hydraulically Remote Point Cases Analyzed: Water System Analysis Since the existing infrastructure for Bridgewood Subdivision, Phase 1 is not completed, the water model submitted for the Bridgewood Subdivision was used as the base model for this analysis. Proposed 12" line to be constructed along W. S. Phillips Parkway PIPE2012 (KY Pipes) Residential Lots: 267 g.p.d. per lot (0.185 g.p.m.) Commercial Lots: 6,000 g.p.d. per acres (4.1 g.p.m./acre) (as per BCS Design Guidelines) 4.0 0.75 g.p.m. per residential lot 16.4 g.p.m. per acre 1,000 g.p.m. for Residential Lots 2,500 g.p.m. for Commercial Lots AWWA C900, CL305 PVC 140 4" Water Line (500 ft. max.): 119 LF 6" Water Line (1,500 ft. max.): 688 LF Residential Fire Flow Conditions: J-36 Commercial Fire Flow Conditions: J-30 Case 1 -Water model analyzed at 1.5 g.p.m./connection. Case 2 -Water model analyzed with 1,000 g.p.m. fire flow and a 0.75 g.p.m./connection peals demand. Case 3 -Water model analyzed with 2,500 g.p.m. fire flow and a 0.75 g.p.m./connection peak demand. Barron Crossing Subdivision Pagc 1 of 2 MBESI No. ] 0530027 Analysis Notes: An equivalent connection factor (ECF) was applied to Junction Nodes J-41 and J-30 to account for the commercial demands. The ECF of 50 connections (i.e. 2.2 acres x 6000 gpdpa/267 gpd per connection) was applied to J-30 to represent the 2.2 acre commercial tract. A ECF of 104 connections (i.e. 4.6 acres x 6000 gpdpa/267 gpd per connection) was applied to J- 41 to represent the 4.6 acre commercial tract. Summary of Results: SUMMARY OF RESULTS __ _ _ ___ Regulated Item As Requirement Notes Designed CASE 1 Min. Pressure (psi) 76.1 20 At Junction Node J-30 Max. Velocity (fps) — ----- — 0.83 12 In Pipe P-36 CASE2 Min. Pressure (psi) 70.9 20 At Junction Node J-30 Max. Velocity (fps) 10.1 12 In Pipe P-38 CASE3 Min. Pressure (psi) 55.5 � 20 At Junction Node J-30 Max. Velocity (fps) 8.5 L2 In Pipe P-35 Note: The min. pressure and max. velocity results shown above are for nodes and pipes within and immediately adjacent [o [he proposed development. However, all node pressures and pipe velocities for all cases within [he entire water model comply with TCEQ and the City of College Station Design Guidelines. COnCl2lSlOn: Applicable Exhibits: Figure "A" Attachment "B" Attachment "C" Barron Crossing Subdivision The proposed water system exceed the requirements fo TCEQ and the City of College Station Design Guidelines. Schematic Water System Layout Fire Flow Data Provided by City of College Station Water Model Case Results Page 2 of 2 MBESI No. 10530027 MATCH LINE / � I C ' A� ��� � �� a I � m �� �'� ' / PP I \yJJ1) / I � ti� � �' �\�o� col T E dddii1iii/// ,�' p• �• l5. e .,' GAT , % e I CSUgDIvj51pN ,�� N �\P� / a 3���' I i �� '� � � � MATCH LINE � ry � J'2'' ,Z2 a%`�1� I I � �� �' I K�AY PAR � / a I �� �'M^ I I o- I ^ tih ,tea I J 'l a � ��/��� I J-12� P-43 � �i`L P 2 — � �\ P�AA � d� a�^J ,��0 V �o � I ------- � rn Q' I pp P-40 � I I Q/�o �'�ry /ryo, a ���3 O� III i n , � ^� � i � � a a �o, M I I a � _ �/ I Zo i� Y�� , � I __._ � — -_ — _ P-46 � -35 �. P-36 ^� P-45 P-33 _ p-2g _ ✓��s J �"�� �°` --�I ---I �' PROPOSED W.S. PH/LL/P PARKWAY �- �� ,ry'' _ � — ��ry�_ _ ----•--�--�--_ _� — — — -�- — — — — _ — — I= _ s _^ I I I �' I a � I ___-_____--�-----------�--EATEN i ---- CAS B�Ivlslo R-, U i � � � � � __ � I � _ _ ��\.\\\ ;�p'(E OF TF,j ��� �:• *��� FIGURE "A" � * it/o�zoia *• � WATER SYSTEM ANALYSIS MODEL j J: DALE •BROWNE.• JR; ��'� •' 8169�U •�/ i ���T�:;lk'GISTEK:�'���i ® BARRON CROS/NG SUBD/�/S/ON COLLEGE STATION, BRAZDS COUNTY, TEXAS F'�•� SCALE: 1" = 300' \ � �� 0 150' 300' 600' McCLURE .k BROWNE ENG/NEER/NG�SURI�l77NC, /NC. ���,\SS/ONAL �•1/'rK /aas � k OnYe, SLXe lO.x Co//eys SYotk2 1X Haas �9MJR�J-J6.TB �: (878J 6DJ-2SSi ATTACHMENT "A" Fire Flow Data Provided by City of College Station Ban'on Crossing Subdivision MBESI No. 10530027 \ _ \ M , ) \ � j � j , § H \ � � ��� % t � § .� _m ! � ¥�@� � , ,, � � e ; \ �� ƒ k ; � , § � ) � § § a § § n t¥ § / 2 ��� G( �� § � s R . § � § College Station Utilities Reliable, AfforcJable, Community Ownecl Date test completed Friday February 7. 2014 Time completed 2:00 P.M. Test completed by Howard Mitchell Witness Eugene Marshall and Justin Tamplin HYDRANT Location 4209 Belsav Nozzle size 2.5 Hydrant number V-054 Pitot reading in PSI 80 Flow in G.P.M. 1500 HYDRANT Location Hydrant number Static PSI Residual PSI W.D. Fitch and Victoria V-055 104 Comments Requested �� %� , � f § �� ~ § § \ - , § � \ \ § � ° § - , § � § � ) ® \ §�2 \ � § , § � � � § « � � © , � ; \�° _` �� $ � » ` j 2 , 2 ® � � / . j` � § �� � 7 ®% f § ¥ / % ; . ' 2 � , / / w .. , ( q � ' \ ` / , � ( � � (�� � � �& �; � , W 7 �� © ., . , � / » ; I - ( � § � d § i t . � ( - � � 2 § � ` ®� � � � � ; . 2 + � ` / / 2 . / , § � , .. * % d � ) ��� 7 § I ) ( q - I � � � � § College Station Utilities Reli��ble, Aiford��blc, Community O►vned Date test completed Wednesday Julv 24. 2013 Time completed 9:00 A.M. Test completed by Justin Tamplin Witness Howard Mitchell .Jeff Boriski FLOW HYDRANT Location Castlegate Ph. 2 Sec 100 Nozzle size 2.5 Hydrant number V-100 Pitot reading in PSI 57 Flow in G.P.M. 1275 HYDRANT Location Hydrant number Static PSI Residual PSI Castlegate Ph. 2 Sec 100 V-099 80 Comments For Initial ATTACHMENT "B" Water Model Input Data Barron Crossing Subdivision MBESI No. 10530027 I� x x x x x x x x x K Y P I P E S x x x x x x x x x Pipe Netvrock Modeling 9oftWe [e j�tl Copyrighted by KYPIPE LLC I� x x x x x x x x zs xs xoz x x Pebcuacyx2010 x x x x x x x x I' Date d Time. Wetl Nov 05 1D:26:55 2019 Master File f:\1053 - candy french\0027 - bflceon c sing\dots\tles ign\water\water cos system 12 in .KYP\water system 12 in.P2K zxxxxxx xxxxxxxx xxxxxxxxxxxzxxxxxxxxx xxxxxxxxxxxx S U M M A R Y O£ O R I G I N A L D A T A xx xxxxxtxxxxxzzxxxxxxxxxxxxxxxxxxxxxxxx:xxxxxxxx U N I T S S P E C I F I E D FLOWRAT'E ............ = gallons/minute HEAD (HGL) .......... = feet PRESSURE ............ = psig I' P I P E L I N E D A T A STAINS CODE: XK -CLOSED PIPE CV -CHECK VALVE P I P E NODE MIMES LENGTH DIAMETER ROUGHNESS MINOR N A M E #1 42 (ft) (inJ COEFF. LOSS COEFF. P-1 R-2 J-3 1295 .52 7.fie 190.0000 0.00 P-2 J-3 J-5 183 .89 7.fi8 190.0000 0.00 P-3 J-9 J-2 Bl.fiB 5.B6 190 .0000 0.00 P-4 J-5 5-22 276. 79 7.6B 190 .0000 0.00 P-s J-5 J-6 B5.05 7.fiB 190 .0000 0.00 P-fi J-fi J-7 215.33 9.07 190 .0000 0.00 p-7 J-5 J-9 513.53 S.Bfi 140 .0 D00 0.00 p-8 J-9 J-29 306.28 5.8fi 140.D000 D.DD p-9 J-8 T-1D 219.32 5.86 190.0000 0.00 -� P-10 J-10 T-9 261.29 5.86 190.OD00 0.00 P-11 J-2 T-11 323.71 7.68 140 .OD00 D.00 P-12 J-E J-il 292 .82 5.B6 190.0000 a.DD P-13 J-11 J-12 332 .07 7.6B 190.D000 0.00 P-19 J-12 J-16 202.9fi T.6B 190 .00DO D.00 P-15 J-13 J-15 160.95 T.68 140 .0000 0.00 P-lfi J-15 J-2fi 526.09 11.20 19D.0000 0.00 e-17 J-13 J-14 57.97 7.68 19D.DD00 D.DD ' P-18 J-19 J-18 912 .51 4.07 190.ODOD D.DO P-19 J-12 T-25 61.93 9.07 190.DD00 D.00 P-20 J-11 J-17 76.05 7.6E 190 .OD00 D.00 P-21 J-li J-20 192.fi7 9.07 190 .ODOR 0.00 P-22 J-2 J-21 183.74 4.07 190 .0000 0.00 ' e-23 J-22 J-9 219.81 7.68 190.0000 D.DD P-29 J-22 J-23 191.99 9.07 190 .0000 0.00 f P-25 J-24 J-B 316.52 5.E6 190.0000 0.00 I e-26 J-25 J-19 253.95 4.07 19D,0000 D.DD P-27 J-2fi R-1 116.57 11.20 19D.DD00 O.DD P-28 J-15 J-29 913.05 11.20 19D.OD00 0.00 P-29 J-lfi J-13 122 .32 7.fi8 190.0000 0.00 P-30 J-1 J-28 911.32 7.fiE 140.0000 0.00 P-31 J-29 J-1 305 .72 11.20 140.0000 0.00 P-32 J-27 J-16 215 .49 7.fiE 190.DOOD 0.00 P-33 J-1 5-40 2fi5.61 11.2D 140.D000 0.00 P-34 J-29 J-32 20E.B0 7.6E 190.DD DO 0.00 P-35 J-31 J-91 3BE.69 11.20 190 .0000 0.00 i P-36 J-33 J-31 992.6E 11.20 190.0000 O.DD P-37 J-39 J-31 253.66 7.6E 190,0000 O.DO P-3B J-33 J-36 216.18 5.E6 19D.DDDD O.DO e-39 J-39 T-39 69.B0 4.07 190.0000 0.00 P-90 T-36 T-39 999.59 fi.09 190.0000 D.00 P-41 J-36 J-35 173 .39 9.23 190 .ODOR 0.00 P-42 J-35 J-37 135 .1fi 9.07 190 .ODDO 0.00 P-43 5-38 J-35 157 .59 4.07 190.0000 0.00 P-99 J-39 T-38 288 .73 9.07 190 .0000 0.00 P-95 J-90 J-33 17fi .55 11.20 190.DOOD 0.00 P-9fi J-91 J-30 2B3.2fi 11.20 190 .0000 0.00 e ipe2012 Ane lys is R�poct <7> �� KYPIPE �� ■ N O D E D A T A NODE NO➢E EXTERNAL JUNCTION IXTERNAL � NAME TITLE DEFWND ELEVATION GRADE V (gpm) (ft) (ft) ______________________________ ___ __ J-1 0.00 314.00 ^ J-2 0.00 329.00 J-3 0.00 313.00 J-4 5.00 323.00 J-5 6.00 318 .00 J-6 5.00 318 .00 r� J-7 11.00 312 .00 J-P 5.00 320 .00 J-9 19.00 320 .00 J-10 7.00 322.00 J-11 3.00 325.00 J-12 0.00 330.00 J-13 0.00 329.00 J-19 5.00 332.00 J-15 0.00 330.00 J-16 0.00 330.00 p J-17 2.00 32fi.00 I� 5-18 13.00 33fi.00 4 J-19 10.00 331.00 J-20 5.00 327 .00 J-21 6.00 32fi .00 J-22 0.00 321.00 J-23 E.00 320 .00 J-29 10 .00 316.00 J-25 2.00 332.00 J-26 0.00 336.00 J-27 0.00 318.00 J-23 1.00 319.00 J-29 0.00 321.00 J-30 50.00 335.00 J-31 8.00 325.35 p J-32 D.00 318 .00 IJ J-33 6.00 315 .00 J-34 3.00 320 .20 J-35 16.00 312 .90 J-36 16.00 313 .50 J-37 0.00 319.fi0 7 J-3B 5.00 315.20 I J-39 E.00 320 .30 J-90 8.00 313 .9D J-91 104.00 330.00 R-1 ---- 33fi .00 511.36 R-2 ---- 300.00 530.77 j� O U T P U T O P T I O N D A T A OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TAEULATED OUTPUT 1LU MAXIMUM ANO MINIMUM PRESSURES 5 MAXIMUM AND MINIMVM VELOCITIES = 5 MAXIMUM AND MINIMUM HEAD LOSS/1000 = 5 S Y S T E M C O N F I G U R A T I O N NUMBER OE PIPES ....... ....... .. ... (P) = 96 NUMBER OF END NODES ... .......... (j) = 91 NUFffiER OF PRIM1WRY LOOPS (1) = 9 NUMBER OF SUPPLY NODES ............ (f) = 2 NUMBER OE SUPPLY EONE9 ............ (z) = 1 4 u LY u ��)KYPIPE ATTACHMENT "C" Water Model Case Results Barron Crossing Subdivision MBESINo.10530027 Water Model Case 1 Results Barron Crossing Subdivision MBESI No. 10530027 Water C H A N G E S F O R N E X T S I M U L A T I O N (Change Number = 1) JUNCTION DEMANDS CHANGED - PLEASE SEE RESULTS TABLE RESULTS OBTAINED AFTER 3 TRIALS: ACCURACY = 0.00000 P I P E L I N E R E S U L T S STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ N A M E #1 #2 LOSS LOSS VELD. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) P-1 P-2 P-3 P-4 P-5 P-6 P-7 P-8 P-9 P-10 P-11 P-12 P-13 P-14 P-15 P-16 P-17 P-18 P-19 P-20 P-21 P-22 P-23 P-24 P-25 P-26 P-27 P-28 P-29 P-30 P-31 P-32 P-33 P-34 P-35 P-36 R-2 J-3 J-4 J-5 J-5 J-6 J-5 J-9 J-8 J-10 J-2 J-8 J-11 J-12 J-13 J-15 J-13 J-14 J-12 J-11 J-17 J-2 J-22 J-22 J-24 J-25 J-26 J-15 J-16 J-1 J-29 J-27 J-1 J-29 J-31 J-33 J-3 J-5 J-2 J-22 J-6 J-7 J-9 J-24 J-10 J-4 J-11 J-11 J-12 J-16 J-15 J-26 J-14 J-18 J-25 J-17 J-20 J-21 J-4 J-23 J-8 J-19 R-1 J-29 J-13 J-28 J-1 J-16 J-4.0 J-32 J-41 J-31 630.10 630.10 321.10 434.39 24.00 16.50 162.72 141.72 -83.29 -93.79 312.10 198.00 495.10 477.10 450.10 102.10 27.00 19.50 18.00 10.50 7.50 9.00 422.39 12.00 126.72 15.00 102.10 348.00 477.10 1.50 348.00 0.00 346.50 0.00 231.00 255. 65 10.29 1.52 0.72 1.15 0.00 0.05 1.29 0.60 0.16 0.24 0.73 1.06 1.75 1.00 0.75 0.02 0.00 0.12 0.02 0.00 0.01 0.01 0.85 0.02 0.50 0.05 0.01 0.18 0.60 0.00 0.13 0.00 0.12 0.00 0.08 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0-0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.36 4.36 3.82 3.01 0.17 0.41 1.94 1.69 0.99 1.12 2.16 2.36 3.43 3.30 3.12 0.33 0.19 0.48 0.44 0.07 0.18 0.22 2.93 0.30 1.51 0.37 0. 1.13 3.30 0.01 1.13 0.00 1.13 0.00 0.75 0.83 33 8.26 8.26 8.85 4.15 0.02 0.21 2.51 1.94 0.73 0.91 2.25 3.61 5.28 4.93 4.43 0.05 0.02 0.29 0.25 0.00 0.05 0.07 3.94 0.12 1.58 0.16 0.05 0.44 4.93 0.09 0.44 0.00 0.43 0.00 0.21 0.25 8.26 8.26 8.85 4.15 0.02 0.21 2.51 1.94 0.73 0.91 2.25 3.61 5.28 4.93 4.43 0.05 0.02 0.29 0.25 0.00 0.05 0.07 3.99 0.12 1.58 0.18 0.05 0.44 4.93 0.00 0.44 0.00 0.43 0.00 0.21 0.25 Pipe�012 Analysis Report j KYPIPE :::1: \J r�rezoio i LJ Barron Crossing Water System P-37 J-.34 J-31 -12. 65 0.00 0.00 0.09 0.01 0.01 P-36 J-33 J-36 66.85 0.10 0.00 0.80 0.48 0.48 P-39 J-34 J-39 20.41 0.02 0.00 0.50 0.32 0.32 P-40 J-36 J-34 19.75 0.02 0.00 0.22 0.04 0.04 P-41 J-36 J-35 23.09 0.06 0.00 0.53 p.33 0.33 P-42 J-35 J-37 0.00 0.00 0.00 0.00 0.00 0.00 P-43 J-38 J-35 0.91 0. 00 0.00 0.02 0.00 0.00 P-44 J-39 J-3B 8.41 0.02 0.00 0.21 0.06 0.06 P-45 J-40 J-33 334.50 0.07 0.00 1.09 0.41 0.41 P-46 J-41 J-30 75.00 0.01 0.00 0.24 0.03 0.03 N O D E R E S U L T S NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) J-1 J-2 J-3 J-4 J-5 J-6 J-7 J-8 J-9 J-10 J-11 J-12 J-13 J-14 J-15 J-16 J-17 J-18 J-19 J-20 J-21 J-22 J-23 J-24 J-25 J-26 J-27 J-2B J-29 J-30 J-31 J-32 J-33 J-34 J-35 J-36 J-37 J-38 0.00 0.00 0.00 7.50(1.50) 9.00(1.50) 7.50(1.50) 16.50(1.50) 12.00(1.50) 21.00(1.50) 10.50(1.50) 4.50(1.50) 0.00 0.00 7.50(1.50) 0.00 0.00 3.00(1.50) 19.50 15.00(1.50) 7.50{1.50) 9.00(1.50) 0.00 12.00(1.50) 15.00(1.50) 3.00(1.50) 0.00 0.00 1.50{1.50) 0.00 75.00(1.50) 12.00(1.50) 0.00 12.00(1.50) 12.00(1.50) 24.00(1.50) 24.00(1.50) 0.00 7.50{1.50) (1.50) 511.10 516.25 520.46 516.97 518.96 518.96 518.92 516.58 517.67 516.73 515.52 513.76 512.16 512.16 511.41 512.77 515.52 512. 513.70 515.51 516.23 517.82 517,80 517.08 513.75 511.39 512,77 511.10 511,23 510.70 510.79 511.23 510.91 510.79 510.75 510.81 5.10.75 510.75 04 314.00 324.00 313.00 323.00 318.00 318.Q0 312.00 320.00 320.00 322.00 325.00 330.00 329.00 332.00 330. 330. 326.00 336.00 331.00 327.00 326.00 321.00 320.00 316.00 332.00 336.00 318.00 314.00 321.00 335.00 325.35 318.00 315.00 320.20 312.90 313.50 314.60 315.20 00 00 197.10 192.25 207.48 193.97 200.96 200.96 206.92 196.58 197.67 194.73 190.52 183.76 183.16 180.16 181.41 182.77 189.52 176.04 182.70 188.51 190.23 196.62 197.80 201.08 161.75 175.39 194.77 197.10 190.23 175.70 165.44 193.23 195.91 190.59 197.85 197.31 196.15 195.55 85.41 83.31 89.91 84.05 87.08 67.08 B9.66 85.18 85.66 64.38 82.56 79.63 79.37 78.07 78.61 79.20 82.12 76.28 79.17 81.69 82.43 85.29 85.71 87.13 76.76 76.00 64.40 65.41 62.43 76.14 80.36 63.73 64.90 62.59 65,73 85.50 85.00 84.74 012 Analysis Report ���PKYPIPE Imo! Barron Crossing Water System J-39 J-4-0 J-41 R-1 R-2 12.00(1.50) 12.00 156.00 ---- ---- 510.77 (1.50) 510.98 (1.50) 510.71 511.36 530.77 320.30 313.90 330.00 336.00 300.00 190.47 197.08 180.71 175.38 230.77 82.54 65.40 78.31 76.00 100.00 � M A X I M U M A N D M I N I M U M V A L U E S P R E S S U R E S JUNCTION MAXIMUM JUNCTION MINIMUM NUMBER PRESSURES NUMBER PRESSURES si) --------------(psi) i R-2 J-3 J-7 J-24 J-5 --------`p----- 100.00 89.91 89.66 67.13 87.08 R-1 J-26 J-30 J-18 J-14 76.00 76.00 76.14 76.28 78.07 V E L O C I T I E S PIPE MAXIMUM PIPE MINIMUM NUMBER VELOCITY NUMBER VELOCITY (ft/s) (ft/s) ---- P-1 P-2 P-3 P-13 P-14 --------- 4.36 4.36 3.62 3.43 3.30 -------------- P-30 P-43 P-20 P-37 P-5 0.01 0.02 0.07 0.09 0.17 H L+ M L / 1 0 0 0 PIPE MAXIMUM PIPE MINIMUM NUMBER HL+ML/1000 NUMBER HL+ML/1000 (ft/ft) (ft/ft) P-3 P-1 P-2 P-13 P-14 8.85 8.26 8.26 5.28 4.93 P-30 P-43 P-20 P-37 P-5 0.00 0.00 0.00 0.01 0.02 H L / 1 0 0 0 PIPE MAXIMUM PIPE MINIMUM NUMBER HL/1000 NUMBER HL/1000 (ft/ft) (ft/ft) --------------------- P-3 P-1 P-2 P-13 B.BS 6.26 6.26 5.26 --------------------- P-30 P-43 P-20 P-37 0.00 0.00 0.00 0.01 Pi�+e2012 Analysis P.epurt �J1PKYPIPE Barron Crossing Water Sgstem P-14 4.93 P-5 0.02 S U M M A R Y O F I N F LOW S A N D O U T F L O W S r (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME (gpm) TITLE R-1-102.10 R-2 630.10 NET SYSTEM INFLOW = 630.10 NET SYSTEM OUTFLOW =-102.10 NET SYSTEM DEMAND = 528.00 Pip��61G Iuialysis Report �� KYPiPE ,,4 j P I P E 2 0 1 0 Water Model Case 2 Results Barron Crossing Subdivision MBESI No. 10530027 Crossing Water CHANGES FOR NEXT S IMULAT ION {Change Number= 2 ) JUNCTION DEMANDS CHANGED - PLEASE SEE RESULTS TABLE RESULTS OBTAINED AFTER 4 TRIALS: ACCURACY = P I P E L I N E STATUS CODE: P I P E N A M E P-1 P-2 P-3 P-4 P-5 P-6 P-7 P-8 P-9 P-10 P-11 P-12 P-13 P-14 P-15 P-16 P-17 P-18 P-19 P-20 P-21 P-22 P-23 P-24 P-25 P-26 P-27 P-28 P-29 P-30 P-31 P-32 P-33 P-34 P-35 P-36 012 Anal R E S U L T S XX -CLOSED PIPE NODE NUMBERS #1 #2 R-2 J-3 J-4 J-5 J-5 J-6 J-5 J-9 J-8 J-10 J-2 J-8 J-11 J-12 J-13 J-15 J-13 J-14 J-12 J-11 J-17 J-2 J-22 J-22 J-24 J-25 J-26 J-15 J-16 J-1 J-29 J-27 J-1 J-29 J-31 J-33 Report J-3 J-5 J-2 J-22 J-6 J-7 J-9 J-24 J-10 J-4 J-11 J-11 J-12 J-16 J-15 J-26 J-14 J-18 J-25 J-17 J-20 J-21 J-4 J-23 J-8 J-19 R-1 J-29 J-13 J-2B J-1 J-16 J-40 J-32 J-41 J-31 o.00000 CV -CHECK VALVE FLOWRATE (gPm) 641.65 641.65 357.31 460.80 12.00 8.25 164.35 153.85 -88.49 -93.74 352.81 228.84 574.15 565.15 551.65 -1122.35 13.50 9.75 9.00 5.25 3.75 4.5-0 454.80 6.00 146.35 7.50 -1122.35 1674.00 565.15 0.75 1674.00 0.00 1673.25 0.00 115.50 809.18 HEAD MINOR LINE HL+ML/ HL/ LOSS LOSS VELD. 1000 1000 (ft) (ft) (ft/s) (ft/ft) (ft/ft) -------------------------------------- 10.64 0.00 4.44 6.54 8.54 1.57 0.00 4.44 8.54 8.54 0.68 0.00 4.25 10.78 10,78 1.28 0.00 3.19 4.63 4.63 0.00 0.00 0.08 0.01 0.01 0.01 0.00 0.20 0.06 0.06 1.31 0.00 1.95 2.56 2.56 0.69 0.00 1.83 2.26 2.26 0.17 0.00 1.05 0.81 0.81 0.24 0.00 1.12 0.90 0.90 0.91 0.00 2.44 2.82 2.82 1.38 0.00 2.72 4.72 4.72 2.31 0.00 3.96 6.95 6,95 1.37 0.00 3.91 6.75 6.75 1.09 0.00 3.82 6.46 6.46 2.02 0.00 3.65 3.83 3.83 0.00 0.00 0.09 0.01 0.01 0.03 0.00 0.24 0.08 0.08 0.00 0.00 0.22 0.07 0.07 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.09 0.01 0.01 0.00 0.00 0.11 0.02 0.02 0.97 0.00 3.15 4.52 4.52 0.00 0.00 0.15 0.03 0.03 0.65 0.00 1.74 2.06 2.06 0.01 0.00 0.18 0.05 0.05 0.45 0.00 3.65 3.63 3.83 3.32 0.00 5.45 8.03 8.03 0.83 0.00 3.91 6.75 6.75 0.00 0.00 0.01 0.00 0.00 2.46 0.00 5.45 8.03 8.03 0.00 0.00 0.00 0.00 0.00 2.13 0.00 5.45 8.03 8.03 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.38 0.06 0.06 1.03 0.00 2.63 2.09 2.09 ��KYPIPE rirezoio n Bairon Crossing Water System P-37 P-38 P-39 P-40 P-41 P-42 P-43 P-44 P-45 P-46 J-34 J-33 J-34 J-36 J-36 J-35 J-36 J-39 J-40 J-41 J-31 J-36 J-39 J-34 J-35 J-37 J-35 J-38 J-33 J-30 -687.68 852.07 157.81 -523.87 -136.06 0.00 148.06 151.81 1667.25 37.50 2.46 11.66 0.91 8..16 1.53 0,00 1.96 3.76 1.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9,76 10.14 3.89 5.77 3.11 0.00 3.65 3.74 5.43 0.12 9.71 53.92 14.01 18.16 8.82 0.00 12.45 13.04 7.97 0.01 9.71 53.92 14,01 18.16 8.82 0.00 12.45 13.04 7.97 0.01 N O D E R E S U L T S NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRRDE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) J-1 J-2 J-3 J-4 J-5 J-6 J-7 J-B J-9 J-10 J-11 J-12 J-13 J-14 J-15 J-16 J-17 J-18 J-19 J-20 J-21 J-22 J-23 J-24 J-25 J-26 J-27 J-28 J-29 J-30 J-31 J-32 J-33 J-34 J-35 J-36 J-37 J-38 0.00 0.00 0.00 3..75(0.75) 4.50(0.75) 3.75(0.75) B.25(0.75) 6.00 10.50(0.75) 5.25(0.75) 2.25 0.00 0.00 3.75(0.75) 0.00 0.00 1.50(0.75) 9.75(0.75) 7.50 3.75(0.75) 4.50(0.75) 0.00 6.00(0.75) 7.50(0.75) 1.50(0.75} 0.00 0.00 0.75(0.75) 0.00 37.50(0.75) 6.00(0.75) 0.00 6.00(0.75) 6.00(0.75) 12.00(0.75) 1512.00( 0.00 3.75(0.75) (0.75) (0.75} (0.75) ** 503.15 515.43 520.13 516.31 518.56 518.56 51B.55 515.90 517.25 516.07 514.52 512.21 510.01 510.01 508.92 510.84 514.52 509,98 512.19 514.51 515 .42 517.28 517.27 516.55 512.20 510.94 510.84 503.15 505.61 498.56 498.58 505.61 499.61 496.12 489.48 ) 487.95 489.48 491.45 314.00 32.4.00 313.00 323.00 318.00 318.00 312.00 320.00 320.00 322.00 325.00 330.00 329.00 332.00 330.00 330.00 326.00 336.00 331.00 327.00 326.00 321.00 320.00 316.00 332.00 336.00 316.00 314.00 321.00 335.00 325.35 318.00 315.00 320.20 312.90 313.50 314.60 315.20 18.9.15 191.43 207.13 193.31 200.56 200.56 206.55 195.90 197.25 194,07 189.52 182.21 181.01 17B.01 178.92 160.84 188.52 173.98 161.19 187.51 189.42 196.28 197.27 200.55 180.20 174.94 192.84 189.15 164.61 163.56 173.23 187.61 184.61 175.92 176.58 174.45 174.88 176.25 81.96 62.95 69.76 83.77 86.91 86.91 89.50 84.89 85.47 64.10 62.12 78.96 78.44 77.14 77.53 78.36 81.69 75.39 78.52 81.26 62.08 85.05 85.49 86.91 78.09 75.81 83.56 81.96 80.00 70.87 75.07 B1.30 B0.00 76.23 76.52 75.60 75.78 76.37 Pipe2012 Analysis Report �� KYPIPE ;`� r irezo+o Barron Crossing Water System J-39 J-40 J-41 R-1 R-2 6.00(0.75) 6.00(0.75) 78.00(0.75) ---- ---- 495.21 501.02 498.56 511.38 530.77 320.30 313.90 330.00 336.00 300.00 179.91 187.12 168.56 175.38 230.77 75.79 81.08 73.04 76.00 100.00 M A X I M U M A N D M I N I M U M V A L U E S P R E S S U R E S JUNCTION MAXIMUM JUNCTION MINIMUM NUMBER PRESSURES NUMBER PRESSURES (psi) --------------------- (psi) --------------------- R-2 J-3 J-7 J-5 J-6 100.00 89.76 89.50 86.91 86.91 J-30 J-41 J-31 J-18 J-36 70.87 73.04 75.07 75.39 75. 60 V E L O C I T I E S PIPE MAXIMUM PIPE MINIMUM NUMBER VELOCITY NUMBER VELOCITY (ft/s) (ft/s} --------------------- P-38 P-40 P-28 P-31 P-33 10.14 5.77 5.45 5.45 5.45 --------------------- P-30 P-20 P-5 P-21 P-17 0.01 0.04 0.06 0.09 0.09 H L+ M L / 1 0 0 0 PIPE MAXIMUM PIPE MINIMUM NUMBER HL+ML/1000 NUMBER HL+ML/1000 (ft/ft) (ft/ft) --------------------- P-38 P-40 P-39 P-44 P-43 53.92 16.16 14.01 13.04 12.45 --------------------- P-30 P-20 P-5 P-17 P-46 0.00 0.00 0.01 0.01 0.01 H L / 1 0 0 0 PIPE MAXIMUM PIPE MINIMUM NUMBER HL/1000 NUMBER HL/1000 (ft/ft) (ft/ft) --------------------- P-38 P-40 P-39 P-44 53.92 18.16 14.01 13.04 --------------------- P-30 P-20 P-5 P-17 0.00 0.00 0.01 0. 01 E'ipe201G Analysis Report �PKYPIPE Barron Crossing Water System P-43 12.4.5 P-46 0.01 S U M M A R Y O F I N F LOW S A N D O U T F LOW S (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-} OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME (gpm) TITLE R-1 1122.35 R-2 641. 65 NET SYSTEM INFLOW = 1764.00 NET SYSTEM OUTFLOW = 0.00 NET SYSTEM DEMAND = 1764.00 Fi.pe2012 t�.nalysis F.eport KYPIPE _,_��_, ��> r i r e z o� o Water Model Case 3 Results Barron Crossing Subdivision MBESI No. 10530027 (-1 �1 I Barron Crossintt Water System I C H A N G E S F O R N E X T S I M U L A T I O N (Change Number = 3) JUNCTION DEMANDS CHANGED - PLEASE SEE RESULTS TABLE RESULTS OBTAINED AFTER 5 TRIALS: ACCURACY = 0.00006 P I P E L I N E R E S U L T S II STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ �7 N A M E #1 #2 LOSS LOSS VELD. 1000 1000 II {gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) P-1 R-2 J-3 713.60 12.95 0.00 4.94 10.40 10.40 P-2 J-3 J-5 713.60 1.91 0.00 4.94 10.40 10.40 P-3 J-4 J-2 400.67 1.09 0.00 4.77 13.33 13.33 P-4 J-5 J-22 514.46 1.57 0.00 3.56 5.67 5.67 P-5 J-5 J-6 12.00 0.00 0.00 0.08 0.01 0.01 �� P-6 J-6 J-7 8.25 0.01 0.00 0.20 0.06 0.06 P-7 J-5 J-9 182.62 1.60 0.00 2.17 3.11 3.11 P-8 J-9 J-24 172.12 0.85 0,00 2.05 2.79 2.79 II P 9 J-8 J-10 -98.81 0.21 0.00 1.18 1.00 1.00 P-10 J-10 J-4-104.06 0.29 0.00 1.24 1.10 1.10 P-11 J-2 J-11 396.17 1.13 0.00 2.74 3.50 3.50 I7 P-12 J-8 J-11 257.43 1.72 0.00 3.06 5.87 5.87 I P-13 J-11 J-12 646.10 2.87 0.00 4.47 6.65 8.65 P-14 J-12 J-16 637.10 1.71 0.00 4.41 6.43 8.43 P-15 J-13 J-15 623.60 1.37 0.00 4.32 8.10 8.10 �� P-16 J-15 J-26-2039.90 6.09 0.00 6.64 11.58 11.58 P-17 J-13 J-14 13.50 0.00 0.00 0.09 0.01 0.01 P-18 J-14 J-18 9.75 0.03 0.00 0.24 0.08 0.08 P-19 J-12 J-25 9.00 0.00 0.00 0.22 0.07 0.07 � P-20 J-11 J-17 5.25 0.00 0.00 0.04 0.00 0.00 P-21 J-17 J-20 3.75 0.00 0.00 0.09 0.01 0.01 P-22 J-2 J-21 4.50 0.00 0.00 0.11 0.02 0.02 i P-23 J-22 J-4 506.46 1.19 0.00 3.52 5.55 5.55 ,I P-24 J-22 J-23 6.00 0.00 0.00 0.15 0.03 0.03 P-25 J-24 J-8 164.62 0.81 0.00 1.96 2.57 2.57 U P-26 J-25 J-19 7.50 0.01 0.00 0.18 0.05 0.05 P-27 J-26 R-1-2039.90 1.35 0.00 6.64 11.58 11.56 P-28 J-15 J-29 2663.50 7.84 0.00 8. 67 18.98 18.96 P-29 J-16 J-13 637.10 1.03 0.00 4.41 6.43 8.43 �l P-30 J-1 J-28 0.75 0.00 0.00 0.01 0.00 0.00 P-31 J-29 J-1 2663.50 5.80 0.00 8.67 18,98 18.98 P-32 J-27 J-16 0.00 0.00 0.00 0.00 0.00 0.00 I1 P-33 J-1 J-40 2662.75 5.04 0.00 8.67 18.97 18.97 ILJI P-34 J-29 J-32 0.00 0.00 0.00 0.00 0.00 0.00 P-35 J-31 J-41 2605.00 7.06 0.00 8.48 18,22 18.22 P-36 J-33 J-31 2238.74 6.76 0.00 7.29 13.76 13.76 �� Pipe2012 tlnalysis Report �� PKYPIPE ; <l� �'� l� n �l u U Barron Crossing Water System P-37 J-34 J-31 372.26 0.79 0.00 2.56 3.12 3.12 P-36 J-33 J-36 412.01 3.03 0.00 4.90 14.04 14.04 P-39 J-34 J-39 -75.61 0.23 0.00 1.86 3.59 3.59 P-40 J-36 J-34 302.65 2,95 0.00 3.33 6.57 6.57 P-41 J-36 J-35 97.36 0.82 0.00 2.22 4.75 4.75 P-42 J-35 J-37 0.00 0.00 0.00 0.00 0.00 0.00 P-43 J-38 J-35 -85.36 0.71 0.00 2.10 4.49 4.49 P-44 J-39 J-38 -81.61 1.19 0.00 2.01 4.13 4.13 P-45 J-40 J-33 2656.75 3.34 0.00 8.65 18.89 16.89 P-46 J-41 J-30 2527.00 4.88 0.00 8.23 17.22 17.22 N O D E R E S U L T S NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRE55URE (gpm) (ft) (ft) (ft) (psi) J-1 0.00 490.30 314.00 176.30 76.39 J-2 0.00 512.05 324.00 188.05 81.49 J-3 0.00 517.82 313.00 204.82 88.75 J-4 3.75(0.75) 513.14 323.00 190.14 82.39 J-5 4.50 (0.75) 515.90 318.00 197.90 85.76 J-6 3.75 (0.75) 515.90 318.00 197.90 85.76 J-7 8.25(0.75) 515.89 312.00 203.69 88.35 J-8 6.00(0.75) 512.64 320.00 192. 64 83.48 J-9 10..50(0.75) 514.31 320.00 194.31 84.20 J-10 5.25(0.75) 512.85 322.00 190.85 82.70 J-11 2.25(0.75) 510.92 325.00 185.92 80.57 J-12 0.00 508.05 330.00 178.05 77.15 J-13 0.00 505.31 329,00 176.31 76.40 J-14 3.75(0.75) 505.31 332.00 173.31 75.10 J-15 0.00 503.94 330.00 173.94 75,37 J-16 0.00 506.34 330.00 176.34 76.41 J-17 1.50{0.75) -510.92 326.00 164.92 80.13 J-18 9.75 {0.75) 505.28 336.00 169.28 73.35 J-19 7.50(0.75) 508.03 331.00 177.03 76.71 J-20 3.75 (0.75) 510.92 327.00 183.92 79.70 J-21 4.50{0.75) 51.2.05 326.00 166.05 80. 62 J-22 0.00 514.33 321.b0 193.33 83.78 J-23 6.00{0.75) 514.33 320.00 194.33 84.21 J-24 7.50(0.75) 513.45 316.00 197.45 85.56 J-25 1.50(0.75) 506.04 332.00 176.04 76.29 J-26 0.00 510.03 336.00 174.03 75.41 J-27 0.00 506.34 316.00 188.34 81.61 J-28 0.75(0.75) 490.30 314.00 176.30 76.39 J-29 0.00 496.10 321.00 175.10 75.86 J-30 2527.00( ** ) 463.18 335.00 128.18 55.54 J-31 6.00(0.75) 475.14 325.35 149.79 64.91 J-32 0.00 496.10 318.00 178.10 77.18 J-33 6.00 (0.75) 481.92 315.00 166. 92 72.33 J-34 6.00(0.75) 475.93 320.20 155.73 67.48 J-35 12.00(0.75) 478.06 312.90 165.16 71,57 J-36 12.00(0.75) 478.89 313.50 165.39 71.67 J-37 0.00 478.06 314.60 163.46 70.83 J-38 3.75 (0.75) 477.36 315. 20 162.16 70.27 Pipe2012 Analysis Report �KYPIPE -2� ``� vivesoio Barron Crossing Water System J-39 J-40 J-41 R-1 R-2 6.00(0.75) 476.16 6.00(0.75) 485.26 76.00(0.75) 468.06 ---- 511.38 ---- 530.77 320.30 313.90 330.00 336.00 300.00 155.86 171.36 138.06 175.38 230.77 67.54 74.25 59.83 76.00 100.00 M A X I M U M A N D M I N I M U M V A L U E S P R E S S U R E S JUNCTION MAXIMUM NUMBER PRESSURES (psi) R-2 J-3 J-7 J-5 J-6 100.00. 88.75 88.35 85.76 85.76 V E L O C I T I E S PIPE MAXIMUM NUMBER VELOCITY --------------------- (ft/s) P-28 P-31 P-33 P-45 P-35 8.67 8.67 8. 67 8.65 8.48 H L+ M L / 1 0 0 0 PIPE MAXIMUM NUMBER HL+ML/100.0 --------------------- (ft/ft) P-28 F-31 P-33 P-45 P-35 18.96 18.98 18.97 18.89 18.22 H L / 1 0 0 0 PIPE MAXIMUM NUMBER HL/1000 --------------------- (ft/ft) P-28 P-31 P-33 P-45 16.98 18.98. 18.97 18.89 JUNCTION NUMBER J-30 J-41 J-31 J-34 J-39 PIPE NUMBER P-30 P-20 P-5 P-21 P-17 PIPE NUMBER P-30 P-20 P-5 P-17 P-21 PIPE NUMBER P-30 P-20 P-5 P-17 MINIMUM PRESSURES (psi) 55.54 59.83 64.91 67.48 67.54 MINIMUM VELOCITY (ft/s) 0.01 0.04 o.oa 0.09 0.09 MINIMUM HL+ML/1000 (ft/ft) 0.00 0.00 0.01 0.01 0.01 MINIMUM HL/1000 (ft/ft) 0.00 0.00 0.01 0.01 012 Analysis Report ���KYPIPE PIP63010