Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Waterline Report
WATERLINE REPORT For HEB - Tower Point Development Highway 6 and Highway 40 College Station, Texas FEBRUARY 2010 Prepared By: Bury + Partners 922 Isom Road, Suite 100 San Antonio, Texas 78216 TBPE F -1048 WATERLINE REPORT For HEB - Tower Point Development Highway 6 and Highway 40 College Station, Texas FEBRUARY 2010 Prepared By: Bury + Partners 922 Isom Road, Suite 100 San Antonio, Texas 78216 Telephone: 210 -525 -9090 Fax: 210 -525 -052 TBPE F -1048 I: \001 \504 \Reports \Waterline \February 2010 \Flysheet.doc.mm BURY +PARTNERS, INC. *:..K..0 E RT 30HNS0 :s; r AR ROB........ ....• N! .............. 26 Pj t�O [E Arc, e gr4Zhoo .. t tt �t'oNa! •° �`C0 TABLE OF CONTENTS WATERLINE OVERVIEW 1 EXISTING CONDITIONS 1 PROPOSED SITE CONDITIONS 1 WATERLINE ANALYSIS 1 -3 CONDITIONS 3 APPENDIX Existing Waterline Data & Layout Exhibit 1 Proposed Waterline WaterCAD Model Layout Exhibit 2 Proposed Waterline Calculations Exhibit 3 BURY +PARTNERS, INC. WATERLINE OVERVIEW Introduction The waterline has been designed for the HEB project in general conformance with the requirements of College Station. The purpose of the report is to verify waterline pressures of the proposed waterline system serving the commercial development for this phase. This waterline analysis consists of this narrative and the accompanying exhibits included in the appendices. EXISTING CONDITIONS The site of the project is located approximately at the west corner of the intersection of Highway 6 and Highway 40 in College Station, Texas. The site is bounded by Highway 6 to the north, Highway 40 to the east and private development to the south and west. The project size is approximately 18 acres in size and is currently not developed. PROPOSED SITE CONDITIONS Proposed development consists of commercial retail shops and associated parking, drives, sidewalk and landscaping. The public infrastructure being constructed was designed by Walter P. Moore & Associates, Inc. and consists of new public roadways, public water mains, public storm sewer systems, and public sanitary sewer systems. The new 12" public waterline #2 (W2 illustrated on Walter P. Moore construction plans) will be connected to an existing 12" waterline system located at the south side of Arrington Road round - about, extending along Private Drive "C ", and connecting to a 12" waterline (W1), looping the system behind the new building of HEB with a connection point on Highway 6 along the east property line. WATERLINE ANALYSIS Analysis Procedures WatrCAD software was used to analyze the system and calculate the waterline flows (gpm), residual pressures (psi), and velocities (fps). Static pressures are higher than residual pressures as the system is impacted by a water flow demand. 1 BURY +PARTNERS, INC. Building Area 87,738 ft Construction Type IIB Occupancy Commercial Sprinkler Yes Tabular Hydrant Fire Flow 3,260 GPM Allowable Reduction 50 % 1,625 Hydrants Domestic Flow 245 Fixture Units (100 GPM) Total Flow Building Area 14,400 ft Construction Type IIB Occupancy Commercial Sprinkler Yes Tabular Hydrant Fire Flow 1,500 GPM Allowable Reduction 50% (1,500 GPM minimum Hydrants Domestic Flow 85 Fixture Units (65 GPM) Total Flow Required Fire Flow Existing Analysis Proposed Analysis HEB Building Table Retail 14K The existing 24" waterline noted as R -036 at the water tower has a flow of 1350 gpm and a residual and static pressure of 88 psi provided by the City of College Station. The existing 12" waterline noted as R -06 has a flow of 1590 gpm and a residual and static pressure of 104 psi and 106 psi respectively at the south portion of Arrington Road round - about. The new waterline analysis below utilized the existing waterline pressure to calculate pressures along the waterlines #1 (W1) and #2 (W2) (shown on C7.8 and C7.9 of Walter P. Moore & Associates, Inc.'s plans dated December 14, 2009) within the development (see Exhibit #1 for existing waterline data). The proposed 12" PVC waterlines are designated as W1 and W2. W1 and W2 have 4 hydrants with calculated pressures, velocities, flows, and flow demands. The residual pressures range from 71 psi to 84 psi. The residual pressures are much greater than the required 20 psi for all the hydrant flow demands. The elevation change within the system is greater than the frictional losses increasing the pressures slightly from the existing pressure at the connection point (see Exhibit #3 for calculations). 2 BURY +PARTNERS, INC. CONCLUSION H= Z +P +U Y 2 g Z = 289 ft. H= 289 + / 88 psi 2 \ ( 144in Z = 289 = 203.7 = 492 + 4 = 496 ft 62.41b/ ft , ft The source was modeled as a Reservoir with a set elevation based on the static pressure taken by College Station Utilities The hydraulic calculation indicates the system is capable of providing the required flows at pressures that exceed the 20 psi minimum 3 BURY +PARTNERS, INC. EXHIBIT 1 EXISTING WATERLINE DATA & LAYOUT rn 3=01 uurullIW1u11u11nW1111111111uu111u1111111111uuu1111u1111iu111nluun HI 1 335 ( \ - ;. ■IU 1111 1111111111 P00 11+00 12+00 13+00 94+00 15+00 ' " 16+00 • 17+00 18+00 19+00 20+00 21+00 22+00 23, . • " • , • • • . • WE BEND > 1 1! o 88 ti� A I< / y V s --� ' �/` of fR a V li 547;.,I . /�., . / �,--® l v l,I �ti ,�, ' � - I ` 4 \›` A _ ■ ■ ■ ■, • 6 1I s rri ■ ■ Eta Irgrmo 4A.t. I t $\ / ■ ■ � amocvvaaa■ l � ! , s r 8 f I CaO „\ \ ■■■ ■ ■ r 7:1M ■ ■� M■ °S ■ l ' , ; I ■ ■ ■z • ■Ea 27 73 ' , '� I k - It — "••• • • `-••••,„ a o ���aryyy�,,y :; WE WYE SPA 15+0530 WATEIR METE ft 10190581.87 (RE: NEB COMSBB 3578255.43 .4.e135 11.25 BEM •V4, -00 16+00 135 Z p1 ! \ , s lig:11011 . 1%3MV. • R1111111 . 1 /// / �9 % 11E111 14.WA i■! LII _ _ - �.s�� - • PSC w ■ ■ ■ i II 1111111111111- S1R201UFV1. 881 (00 1/014) r r m IMI ■■ UNE 1111 , varimauuecs F�DC z svo H - r irli s ® ■ ■ice°'■■■ � +�' 7 W `v ■ it �, . l . r \ \` I y u 1 m m= a >� ,. u i rr rns+i .unn \\ ■ 1I' `:1I■ ■■■ '1 4%I 1.2ro %U _■ „ 7 � 1 \ g :t \a � \ y �LlNE1Vd W 4, �' 't� \' �'� i- a . ■ ■■ [2. SC um( / a \ ` 9�_ zaao �s6 a ", , " � �� a � - � � m , \ \ � C \ _ w it ` 31R \ \ ` � 3 ,0§,, � 1 \\ Y _ • ASS✓ S$gCu1 , \ y� 91- � 0\ k. // ti s 0 g y (" . .: Ill .��v_� ♦ oiraM � la�xes� nea„ CQ EC�:.fd A , 414 �.A ' i1 ■ ■��� .1 . � O� • ■ 10 11," ■ 111111111 ■��■ ■111■111u111r1111111111111 ■ F ■ ■IR ® ����7gg��yy ittea, fe 1 11 ■ ■ ■aC�� ®� ■■ ■ 22+00 23+00 • AL FIRE MAYAS SNAIL BE 5.5 FEET FROM PROFOSED ORM EASEBEK - g to !if!' g ".fy a F va � �I" I II I ' 1 S# i I5 j T �I s, a. I I Ilg ■ I r ! !Iuui _______ ! ■ 111 Illnlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllulllll MA CH CH ■111i111�111E11111111l1111 I I rn =D rT E n 0 SVX31. 'Hoisnom s - 10+00 11+00 12+00 13 14+00 15+00 16+00 17+00 19+00 19+00 . 20+00 21+00 . , iu■w■uuuuum■m■I g uuuim■uuuuunuuI n N v N g' _ $ muumuumnumHunuuiu uun I i - -��ij _ ;7A 10 Off:*'- :1____0!!4,:'>\ __ ✓ ■ ■ ■ 7� °orvwc.3u.a N PRI.AT V m bsQ �� 4.0\ \ • , y am fX j. V1'- � - - a f rb N - ‘./C).,1,9,, �< � s AI' - , , I - I S _ '' � 8 o f '... b s / - ; o � ; 8 ■ ■ _ ■ ■t •V�m , 1 S.1H' ■ - ■ /�. 1 i1 I_______1 rs A f 00'* •\ F3 PRIVATE "DRIV P 1 a = �& L 130D • I �,,,,,,,��� _ _�11i ' ■ will • A ' TOP 0 Ofi}FCf P " 'ANGLE. 796 0.75 _ , ° ,G-- M 15400 16 ke 3 1 -1---Aksva C PVC C-1 PR ,,, p I . 5..4t51' 0gv a ) $ /,'FOP / 0244 t {- I __ ._ .. n 1 I r Xi A -- \ \ 4. xp r*S - a\ 9 b ; t�I =NW MN —_��- - l m I WNW- � f � 4 k 4 1 *ii/ — li , ,, 1 1 '�� f I I F :. a z A ?' tiv o> I Mfg_ gg 7 ^p 1 Aug 0� kg Ali a / ' j F Oil y gg 9 S3 sn 3 ..•% - 17 - 744 � 4w i 40 M: I ,;,‘, 7 p, , vl 1 I I i - MRS IllifsMillemolll 21±00 /MIL All FIRE HYDRANTS SIVIJ. BE 15 Far PREPOSLO MUTT EASEMENT. S — hi . '- 1111111111 M il . r1-1111 III 'C\ ► dl]ZVi— 8gli f1+� 4 . ® 3 3 'k 3 X I q ., ., 9919,9 �� - A ■ uuuu® uUm t®uuiuuou'uuuuuutunu■uuuu '° °; I II 1 ` � �`��� ®� uIumI m1 111mI■w 91•L _ m u u uuuuuuummuum■u umuuwuuuuumUIiutm■m■ I I N& III al AP A 1, / : =D rT E n 0 SVX31. 'Hoisnom EXHIBIT 3 PROPOSED WATERLINE CALCULATIONS Scenario: Automated Fire Flow Steady State Analysis Junction Report Label 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 Elevation (ft) 292.00 300.00 301.50 302.00 303.00 303.00 303.00 297.00 300.00 300.00 300.00 300.00 307.00 312.00 314.00 314.00 310.00 297.00 285.00 284.00 276.00 289.00 Zone Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Type Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand (gPm) 0.00 50.00 0.00 0.00 0.00 1,625.00 0.00 0.00 0.00 1,625.00 100.00 0.00 65.00 0.00 1,625.00 0.00 0.00 1,625.00 0.00 0.00 0.00 0.00 Pattern Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Demand :CalculatedM (gpm) 0.00 50.00 0.00 0.00 0.00 1,625.00 0.00 0.00 0.00 1,625.00 100.00 0.00 65.00 0.00 1,625.00 0.00 0.00 1,625.00 0.00 0.00 0.00 0.00 Calculated ydraulic Grad (ft) 445.50 430.68 428.40 426.44 422.20 420.49 420.17 409.87 405.12 400.76 400.04 398.95 393.50 392.20 390.83 390.51 389.97 389.01 389.01 389.01 389.01 491.80 Pressure e (psi) 66.41 56.54 54.90 53.84 51.57 50.83 50.70 48.83 45.48 43.59 43.28 42.81 37.42 34.70 33.24 33.10 34.60 39.81 45.00 45.43 48.90 87.74 3 3.-/S Project Engineer: BPI User Title: College Station B ury & Partners WaterCAD v4.5 [4.5015a] j: water model \water model wcd tn +1- 203 - 755 -1666 Page 1 of 1 02112/10 04:55:10 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA Scenario: Automated Fire Flow Steady State Analysis Junction Report Label 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 Elevation (ft) 292.00 300.00 301.50 302.00 303.00 303.00 303.00 297.00 300.00 300.00 300.00 300.00 307.00 312.00 314.00 314.00 310.00 297.00 285.00 284.00 276.00 289.00 Zone Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Type Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand (gpm) 0.00 50.00 0.00 0.00 0.00 1,625.00 0.00 0.00 0.00 0.00 100.00 0.00 65.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Pattern Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Demand :CalculatedM (gpm) 0.00 50.00 0.00 0.00 0.00 1,625.00 0.00 0.00 0.00 0.00 100.00 0.00 65.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Calculated ydraulic Grad (ft) 487.77 486.42 486.24 486.09 485.71 485.57 485.57 485.55 485.54 485.53 485.53 485.53 485.53 485.53 485.53 485.53 485.53 485.53 485.53 485.53 485.53 491.98 Pressure e (psi) 84.70 80.66 79.93 79.65 79.05 78.99 78.99 81.58 80.28 80.27 80.27 80.27 77.24 75.08 74.21 74.21 75.94 81.57 86.76 87.19 90.65 87.82 Project Engineer: BPI User Title: College Station WaterCAD v4.5 [4.5015aj j: \... \water model \water model.wcd Bury & Partners Pa e 1 5 1 02/12/10 04 :55:59 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 9 Scenario: Automated Fire Flow Steady State Analysis Junction Report Label 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 Elevation (ft) 292.00 300.00 301.50 302.00 303.00 303.00 303.00 297.00 300.00 300.00 300.00 300.00 307.00 312.00 314.00 314.00 310.00 297.00 285.00 284.00 276.00 289.00 Zone Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Type Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand (gpm) 0.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,625.00 100.00 0.00 65.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Pattern Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Demand Calculated' (gpm) 0.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,625.00 100.00 0.00 65.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Calculated ydraulic Grad (ft) 487.77 486.42 486.24 486.09 485.71 485.57 485.52 484.01 483.32 482.68 482.68 482.68 482.68 482.68 482.68 482.68 482.68 482.68 482.68 482.68 482.68 491.98 Pressure e (psi) 84.70 80.66 79.93 79.65 79.05 78.99 78.97 80.91 79.32 79.04 79.04 79.04 76.01 73.84 72.98 72.98 74.71 80.33 85.52 85.96 89.42 87.82 Project Engineer: BPI User Title: College Station B ury & Partners WaterCAD v4.5 [4.5015a] j:\...\water model \water model.wcd +1 -203- 755 -1666 Page 1 of 1 022 /12/'1/12 /10 0 04:56:26 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA Scenario: Automated Fire Flow Steady State Analysis Junction Report Label 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 Elevation (ft) 292.00 300.00 301.50 302.00 303.00 303.00 303.00 297.00 300.00 300.00 300.00 300.00 307.00 312.00 314.00 314.00 310.00 297.00 285.00 284.00 276.00 289.00 Zone Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Type Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand (gpm) 0.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 0.00 65.00 0.00 1,625.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Pattern Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Demand :Calculatedhl (gpm) 0.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 0.00 65.00 0.00 1,625.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Calculated ydraulic Grad (ft) 487.77 486.42 486.24 486.09 485.71 485.57 485.52 484.01 483.32 482.68 482.47 482.15 480.59 480.23 479.85 479.85 479.85 479.85 479.85 479.85 479.85 491.98 Pressure e (psi) 84.70 80.66 79.93 79.65 79.05 78.99 78.97 80.91 79.32 79.04 78.94 78.81 75.10 72.78 71.76 71.76 73.49 79.11 84.30 84.73 88.20 87.82 Title: College Station j: \... \water modeRwater model.wcd Bury & Partners 02/12/10 04:56:54 PM © Haewtad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203- 755 -1666 Project Engineer: BPI User WaterCAD v4.5 [4.5015a1 Page 1 of 1 Scenario: Automated Fire Flow Steady State Analysis Junction Report Label 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 Elevation (ft) 292.00 300.00 301.50 302.00 303.00 303.00 303.00 297.00 300.00 300.00 300.00 300.00 307.00 312.00 314.00 314.00 310.00 297.00 285.00 284.00 276.00 289.00 Zone Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Type Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand (9Pm) 0.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 0.00 65.00 0.00 0.00 0.00 0.00 1,625.00 0.00 0.00 0.00 0.00 Pattern Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Demand :Calculate&! (gpm) 0.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 0.00 65.00 0.00 0.00 0.00 0.00 1,625.00 0.00 0.00 0.00 0.00 Calculated ydraulic Grad (ft) 487.77 486.42 486.24 486.09 485.71 485.57 485.52 484.01 483.32 482.68 482.47 482.15 480.59 480.23 479.85 479.53 479.00 478.04 478.04 478.04 478.04 491.98 Pressure e (psi) 84.70 80.66 79.93 79.65 79.05 78.99 78.97 80.91 79.32 79.04 78.94 78.81 75.10 72.78 71.76 71.62 73.12 78.33 83.52 83.95 87.41 87.82 Project Engineer: BPI User Title: College Station B & Partners WaterCAD v4.5 [4.5015a] j: model.wcd +1- 203 -755 -1666 Page 1 of 1 022 !12/10 /12 /10 044:57:21 :57:21 P PM M ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA Label Length (ft) Diameter (in) Material Hazen- Williams C Check Valve? C 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 -0 P -21 P -22 18.00 13.00 65.00 22.00 8.00 265.00 106.00 112.00 38.00 61.00 301.00 75.00 76.00 53.00 98.00 197.00 421.00 65.00 275.00 224.00 700.00 89.00 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 24.0 PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 false false false false false false false false false false false false false false false false false false false false false false Scenario: Automated Fire Flow Steady State Analysis Pipe Report Control Status Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Discharg6:1 (gpm) 1,790.00 1,790.00 1,790.00 1,790.00 1,790.00 1,790.00 1,790.00 1,790.00 1,790.00 1,690.00 1,690.00 1,625.00 1,625.00 1,625.00 1,625.00 1,625.00 0.00 0.00 0.00 1,840.00 •1,840.00 1,840.00 pstream Structiftrownstream Structul Hydraulic Grade Hydraulic Grade (ft) (ft) 486.42 486.24 486.09 485.71 485.57 485.52 484.01 483.32 482.68 482.47 482.15 480.59 480.23 479.85 479.53 479.00 478.04 478.04 478.04 486.42 487.77 492.00 486.24 486.09 485.71 485.57 485.52 484.01 483.32 482.68 482.47 482.15 480.59 480.23 479.85 479.53 479.00 478.04 478.04 478.04 478.04 487.77 491.98 491.98 Pressure Pipe Headloss (ft) 0.18 0.15 0.37 0.15 0.05 1.51 0.69 0.64 0.22 0.31 1.56 0.36 0.38 0.32 0.53 0.96 0.00 0.00 0.00 1.35 4.21 0.02 Headloss Gradient (ft/1000ft) 10.16 11.88 5.72 6.63 5.71 5.72 6.47 5.72 5.72 5.14 5.20 4.78 5.00 6.02 5.45 4.86 0.00 0.00 0.00 6.02 6.02 0.21 Minor Loss oefficien 0.20 0.20 0.00 0.05 0.00 0.00 0.20 0.00 0.00 0.00 0.05 0.00 0.05 0.20 0.20 0.05 0.20 0.20 0.20 0.00 0.00 0.00 Project Engineer: BPI User Title: College Station WaterCAD v4.5 [4.5015a] j: \... \water model \water model.wcd Bury & Partners Page 1 of 1 02/12/10 04 :57:49 PM © Haestad Methods, Inc. 37 Brookside Road W 9 aterbury, CT 06708 USA +1 -203- 755 -1666 Scenario: Base Steady State Analysis Junction Report Label 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 Elevation (ft) 292.00 300.00 301.50 302.00 303.00 303.00 303.00 297.00 300.00 300.00 300.00 300.00 307.00 312.00 314.00 314.00 310.00 297.00 285.00 284.00 276.00 289.00 Zone Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Type Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand (gpm) 0.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 0.00 65.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Pattern Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Demand ;Calculated (gpm) 0.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 0.00 65.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Calculated ydraulic Grad (ft) 491.92 491.90 491.89 491.89 491.89 491.89 491.89 491.87 491.86 491.85 491.85 491.85 491.85 491.85 491.85 491.85 491.85 491.85 491.85 491.85 491.85 492.00 Pressure e (psi) 86.50 83.02 82.37 82.16 81.72 81.72 81.72 84.31 83.01 83.01 83.00 83.00 79.97 77.81 76.95 76.95 78.68 84.30 89.49 89.93 93.39 87.83 Project Engineer: BPI User Title: College Station WaterCAD v4.5 [4.5015a] j: \...\water modehwater model.wcd Bury & Partners Page 1 of 1 02/10/10 11:50:45 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 -755 -1666 Scenario: Automated Fire Flow Steady State Analysis Junction Report Label 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 Elevation (ft) 292.00 300.00 301.50 302.00 303.00 303.00 303.00 297.00 300.00 300.00 300.00 300.00 307.00 312.00 314.00 314.00 310.00 297.00 285.00 284.00 276.00 289.00 Zone Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Type Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand (gpm) 0.00 50.00 0.00 0.00 0.00 3,250.00 0.00 0.00 0.00 0.00 100.00 0.00 65.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Pattern Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Demand Calculatedhi (gpm) 0.00 50.00 0.00 0.00 0.00 3,250.00 0.00 0.00 0.00 0.00 100.00 0.00 65.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Calculated ydraulic Grad (ft) 478.34 473.99 473.65 473.41 472.18 471.76 471.76 471.74 471.74 471.73 471.73 471.72 471.72 471.72 471.72 471.72 471.72 471.72 471.72 471.72 471.72 491.94 Pressure e (psi) 80.62 75.28 74.48 74.16 73.20 73.02 73.02 75.60 74.30 74.30 74.30 74.30 71.27 69.10 68.24 68.24 69.97 75.59 80.79 81.22 84.68 87.80 Title: College Station j: \...\water model \water model_wcd 02/12/10 04:25:13 PM © Haestad Methods, Inc. Project Engineer: BPI User Bury & Partners WaterCAD v4.& (4.5015a] +1 -203- 755 -1666 Page 1 of 1 37 Brookside Road Waterbury, CT 06708 USA Scenario: Automated Fire Flow Steady State Analysis Junction Report Label 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 Elevation (ft) 292.00 300.00 301.50 302.00 303.00 303.00 303.00 297.00 300.00 300.00 300.00 300.00 307.00 312.00 314.00 314.00 310.00 297.00 285.00 284.00 276.00 289.00 Zone Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Zone -1 Type Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand (gpm) 0.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,250.00 100.00 0.00 65.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Pattern Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Demand Calculatedfd (gpm) 0.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,250.00 100.00 0.00 65.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Calculated ydraulic Grad (ft) 478.34 473.99 473.65 473.41 472.18 471.76 471.61 466.60 464.60 462.48 462.48 462.47 462.47 462.47 462.47 462.47 462.47 462.47 462.47 462.47 462.47 491.94 Pressure e (psi) 80.62 75.28 74.48 74.16 73.20 73.02 72.95 73.38 71.21 70.30 70.30 70.30 67.26 65.10 64.24 64.24 65.97 71.59 76.78 77.22 80.68 87.80 Title: College Station Bury & Partners j: \.. \water model \water model.wcd +1 -203- 755 -1666 02/12/10 04:25:51 2M :c3 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA Project Engineer: BPI User WaterCAO v4.5 14.5015a] Page 1 of 1 Scenario: Automated Fire Flow Steady State Analysis Pipe Report Uj J Project Engineer: BPI User Title: College Station WaterCAD v4.5 [4.5015a] j: \... \water model \water model,wcd Bury & Partners 03/15/10 04:08:42 PM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 08708 USA +1- 203 - 755 -1668 Page 1 of 1 Label Length (ft) Diameter (in) Material Hazen- Williams C Check Valve? Minor Loss Coefficfen Contro Status har (gpm) pstream StructLownstream Hydraulic Grade (ft) Structu Hydraulic Grade O eressure Head (ft) Headlo (ft/100 radie - Velocity (Ws) P -1 18.00 12.0 PVC 150.0 false 0.20 Open 1,790.00 486.42 486.24 0.18 fp 03 N M r N N N V O C� O n. 4 _. gags O O N I 5.08 5.08 P -2 13.00 12.0 PVC 150.0 false 0.20 Open 1,790.00 486.24 486.09 0.15 5.08 P -3 65.00 12.0 PVC 150.0 false 0.00 Open 1,790.00 486.09 485.71 0.37 5.08 P-4 22.00 12.0 PVC 150.0 false 0.05 Open 1,790.00 485.71 485.57 0.15 5.08 P -5 8.00 12.0 PVC 150.0 false 0.00 Open 1,790.00 485.57 485.52 0.05 5.08 P-6 265.00 12.0 PVC 150.0 false 0.00 Ope 1,790.00 485.52 484.01 1.51 5.08 P -7 106.00 12.0 PVC 150.0 false 0.20 Ope 1,790.00 484.01 483.32 0.68 5.08 P -8 112.00 12.0 PVC 150.0 false 0.00 Ope 1,790.00 483.32 482.68 0.64 5.08 P -9 38.00 12.0 PVC 150.0 false 0.00 Ope 1,790.00 482.68 482.47 0.22 4.79 P -10 61.00 12.0 PVC 150.0 false 0.00 Ope 1,690.00 482.47 482.15 0.31 4.79 P -11 301.00 12.0 PVC 150.0 false 0.05 Op 1,690.00 482.15 480.59 1.56 7 . P -12 75.00 12.0 PVC 150.0 false 0.00 Op =n 1,625.00 480.59 480.23 0.36 4.61 P -13 76.00 12.0 PVC 150.0 false 0.05 Op n 1,625.00 480.23 479.85 0.38 4.61 P -14 53.00 12.0 PVC 150.0 false 0.20 Op n 1,625.00 479.85 479.53 0.32 4.61 4.61 P -15 98.00 12.0 PVC 150.0 false 0.20 Op-n 1,625.00 479.53 479.00 0.53 P -16 197.00 12.0 PVC 150.0 false 0.05 Op =n 1,625.00 479.00 478.04 0.96 4.61 0.00 P -17 421.00 12.0 PVC 150.0 false 0.20 O . = n 0.00 478.04 478.04 0.00 0.00 P -18 65.00 12.0 PVC 150.0 false 0.20 0 • - n 0.00 478.04 478.04 0.00 0.00 P -19 275.00 12.0 PVC 150.0 false 0.20 Op :n 0.00 478.04 478.04 0.00 5.22 P -0 224.00 12.0 PVC 150.0 false 0.00 Op n •1,840.00 486.42 487.77 1.35 5.22 P -21 700.00 12.0 PVC 150.0 false 0.00 Ope •1,= 0.0 487.77 491.98 4.21 1.30 P -22 89.00 24.0 PVC 150.0 false 0.00 Open r r 492.00 491.98 0.02 Scenario: Automated Fire Flow Steady State Analysis Pipe Report Uj J Project Engineer: BPI User Title: College Station WaterCAD v4.5 [4.5015a] j: \... \water model \water model,wcd Bury & Partners 03/15/10 04:08:42 PM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 08708 USA +1- 203 - 755 -1668 Page 1 of 1 / / / / / = / / , / /,, Scenario: Automated Fire Flow Title: College Station j: \water modeRwater model.wcd 03/15/10 04:09:45 PM © Haestad Methods, Inc. Project Engineer: BPI User Bury & Partners WaterCAD v4.5 [4.5015a] 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 ijj ,ii Ltd • \ \ \ \ \ \ ‘ fs Scenario: Automated Fire Flow •••• / / tf -- • • ' L 17, - \ \ \ r•-\ // / // // //' // ", • `,..._ ..,, , • \ \ , ■ I , , / 7 ''/ '/ ' 1: 0 -.''-; ', ■ 'I I \ \ ; s \ I- -,, : ; I i\'• : \ ‘ 7-- \ - 5 t ' \ - r ' ` - ` \ ' :- - 1 ' ' 1 I I I P-8 Bury & Partners 4 - ' - 1 - , - ,i — • 048 – — _ 11111111■1 Title: College Station 0...\water model\water model.wcd 03/15/10 04:10:01 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA N , 1 \ 11 0 Project Engineer: BPI User WaterCAD v4.5 [4.5015a] +1-203-755-1666 Page 1 of 1 Scenario: Automated Fire Flow ".. .\\* \\ '‘ 7; / /// // // / ;/'` / , ,- - s -- \---( ,, : 1. , - i , i / / , / ___ _..,_ Z ____ Li / --- • 1101111111111 Title: College Station Project Engineer: BPI User j:\...\water model\water model.wcd Bury & Partners WaterCAD v4.5 [4.5015a] 03/15/10 04:11:43 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Automated Fire Flow Steady State Analysis Pipe Report Project Engineer: BPI User Title: College Station WaterCAD v4.5 [4.5015a] j: \... \water model \water model.wcd Bury & Partners 03/15/10 04:08:42 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 1 Label Length (ft) Diameter (in) Material Hazen- Williams C Check Valve? Minor Loss Coefficient ControlDischargJpstream Status (gpm) Structriwnstream Hydraulic Grade (ft) StructuiEressure Hydraulic Grade (ft) Pipe Headloss (ft) Headloss Gradient (ft/1000ft) Velocity (ft/s) P -1 18.00 12.0 PVC 150.0 false 0.20 Open 1,790.00 486.42 486.24 0.18 0.15 10.16 11.88 5.08 5.08 P -2 13.00 12.0 PVC 150.0 false 0.20 Open 1,790.00 486.24 486.09 0.37 5.72 5.08 P -3 65.00 12.0 PVC 150.0 false 0.00 Open 1,790.00 486.09 485.71 0.15 6.63 5.08 P-4 22.00 12.0 PVC 150.0 false 0.05 Open 1,790.00 485.71 485.57 0.05 5.71 5.08 P -5 8.00 12.0 PVC 150.0 false 0.00 Open 1,790.00 485.57 485.52 1.51 5.72 5.08 P -6 265.00 12.0 PVC 150.0 false 0.00 Open 1,790.00 485.52 484.01 0.69 6.47 5.08 P -7 106.00 12.0 PVC 150.0 false 0.20 Open 1,790.00 484.01 483.32 0.64 5.72 5.08 P -8 112.00 12.0 PVC 150.0 false 0.00 Open 1,790.00 483.32 482.68 0.22 5.72 5.08 P -9 38.00 12.0 PVC 150.0 false 0.00 Open 1,790.00 482.68 482.47 0.31 5.14 4.79 P -10 61.00 12.0 PVC 150.0 false 0.00 Open 1,690.00 482.47 482.15 1.56 5.20 4.79 P -11 301.00 12.0 PVC 150.0 false 0.05 Open 1,690.00 482.15 480.59 0.36 4.78 4.61 P -12 75.00 12.0 PVC 150.0 false 0.00 Open 1,625.00 480.59 480.23 0.38 5.00 4.61 P -13 76.00 12.0 PVC 150.0 false 0.05 Open 1,625.00 480.23 479.85 0.32 6.02 4.61 P -14 53.00 12.0 PVC 150.0 false 0.20 Open 1,625.00 479.85 479.53 0.53 5.45 4.61 P -15 98.00 12.0 PVC 150.0 false 0.20 Open 1,625.00 479.53 479.00 0.96 4.86 4.61 P -16 197.00 12.0 PVC 150.0 false 0.05 Open 1,625.00 479.00 478.04 0.00 0.00 0.00 P -17 421.00 12.0 PVC 150.0 false 0.20 Open 0.00 478.04 478.04 0.00 0.00 0.00 P -18 65.00 12.0 PVC 150.0 false 0.20 Open 0.00 478.04 478.04 0.00 0.00 0.00 P -19 275.00 12.0 PVC 150.0 false 0.20 Open 0.00 478.04 478.04 1.35 6.02 5.22 P -0 224.00 12.0 PVC 150.0 false 0.00 Open . 1,840.00 486.42 487.77 4.21 6.02 5.22 P -21 700.00 12.0 PVC 150.0 false 0.00 Open - 1,840.00 487.77 491.98 0.02 0.21 1.30 P -22 89.00 24.0 PVC 150.0 false 0.00 Open 1,840.00 492.00 491.98 Scenario: Automated Fire Flow Steady State Analysis Pipe Report Project Engineer: BPI User Title: College Station WaterCAD v4.5 [4.5015a] j: \... \water model \water model.wcd Bury & Partners 03/15/10 04:08:42 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 1 CC a • / . I I . :1; • L „ _ : H. ,r, .- . \ -- - • r 1 /\ NNN cr„ e ,-1 r `-/ -5 f 7.‘ ••<••••,,Nat,_ From: To: CC: Date: Subject: Attachments: Erika, attached is an updated fire flow model with the updated flow distributions and demands. I split the required FH demand among two hydrants and also included the peaking factor of 4 on the domestic demands. I ran three scenarios (2 separate FH locations at a time) and they are attached in PDF format in sequence. I ran FH's at junctions J -6 & J -10 as one scenario, FH's at junctions J -10 & J -15 as second scenario, and FH's at junctions J -15 & J -18, the pressures remained above 20 PSI and the velocity does not exceed 12pfs. The max velocity is estimated around 11.3 fps. Hopefully this is will work for your needs, if you need anything else please let me know. Thanks for your time and effort. JASON LINK Engineering Associate Bury+Partners ENGINEERINGSOLUTIONS TBPE No. F1048 922 Isom Road, Suite 100 San Antonio, Texas 78216 "Link, Jason" <jlink @burypartners.com> <ebridges @cstx.gov> "Sharp, Michael" <msharp @burypartners.com> 3/22/2010 10:40 AM HEB College Station 2 HEB CS2 Fire Flow.pdf; HEB CS2 Fire Flow Rpt EXH- 02.pdf TEL: 210/525 -9090 FAX: 210/525 -0529 EML: jlink @burypartners.com <mailto:jlink @burypartners.com> www.burypartners.com Label Elevation (ft) Zone Type Demand (gpm) Pattern Demand :CalculatedHydraulic (gpm) Calculated Grade ( Pressure (psi) J -1 292.00 Zone -1 Demand 0.00 Fixed 0.00 474.31 78.88 J -2 300.00 Zone -1 Demand 200.00 Fixed 200.00 468.67 72.98 J -3 301.50 Zone -1 Demand 0.00 Fixed 0.00 467.90 71.99 J-4 302.00 Zone -1 Demand 0.00 Fixed 0.00 467.25 71.49 J -5 303.00 Zone -1 Demand 0.00 Fixed 0.00 465.76 70.42 J -6 303.00 Zone -1 Demand 0.00 Fixed 0.00 465.17 70.16 J -7 303.00 Zone -1 Demand 0.00 Fixed 0.00 464.98 70.08 J -8 297.00 Zone -1 Demand 0.00 Fixed 0.00 458.92 70.06 J -9 300.00 Zone -1 Demand 0.00 Fixed 0.00 456.14 67.55 J -10 300.00 Zone -1 Demand 0.00 Fixed 0.00 453.58 66.44 J -11 300.00 Zone -1 Demand 400.00 Fixed 400.00 452.71 66.07 J -12 300.00 Zone -1 Demand 0.00 Fixed 0.00 451.57 65.58 J -13 307.00 Zone -1 Demand 260.00 Fixed 260.00 445.90 60.10 J -14 312.00 Zone -1 Demand 0.00 Fixed 0.00 444.70 57.41 J -15 314.00 Zone -1 Demand 1,562.50 Fixed 1,562.50 443.42 55.99 J -16 314.00 Zone -1 Demand 0.00 Fixed 0.00 443.12 55.86 J -17 310.00 Zone -1 Demand 0.00 Fixed 0.00 442.62 57.38 J -18 297.00 Zone -1 Demand 1,562.50 Fixed 1,562.50 441.73 62.62 J -19 285.00 Zone -1 Demand 0.00 Fixed 0.00 441.73 67.81 J -20 284.00 Zone -1 Demand 0.00 Fixed 0.00 441.73 68.24 J -21 276.00 Zone -1 Demand 0.00 Fixed 0.00 441.73 71.71 J -22 289.00 Zone -1 Demand 0.00 Fixed 0.00 491.92 87.80 Scenario: Automated Fire Flow Steady State Analysis Junction Report sair 3o Gpt bcfiveut e -.-1 ‘1-16 1/ n Adds lh rot n /4AI( S4{ u Pe. god'? nAaNte Wa ig. A ream-76w ( ,4iris rim (66 • 5 ' 2 i i/ 8 5 )5 wort int r� A t. AA/ y ?meek retk- 460/ Title: College Station m: \... \water model.wcd 03/22/10 08:57:00 AM Project Engineer. BPI User Bury & Partners WaterCAD v4.5 [4.5015a] ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 -755 -1666 Page 1 of 1 Label Length (ft) Diameter (in) Material Hazen- Williams C Check Valve? Minor Loss �oefficien1 ContrdUpstream Status Structd'mwnstream Hydraulic Grade (ft) Structui Hydraulic Grade (ft) eressure Pipe Headloss (ft) Headloss Gradient (ft/1000ft) Velocity (ft/s) P -1 18,00 12.0 PVC 150.0 false 0.20 Open 468.67 467.90 0.77 42.77 10.74 P -2 13.00 12.0 PVC 150.0 false 0.20 Open 467.90 467.25 0.68 50.42 10.74 P4 65.00 12.0 PVC 150.0 false 0.00 Open 467.25 465.76 1.49 22.88 10.74 P -4 22.00 12.0 PVC 150.0 false 0.05 Open 465.76 465.17 0.59 26.94 10.74 P -5 8.00 12.0 PVC 150.0 false 0.00 Open 465.17 464.98 0.18 22.87 10.74 P-6 265.00 12.0 PVC 150.0 false 0.00 Open 464.98 458.92 6.06 22.88 10.74 P -7 106.00 12.0 PVC 150.0 false 0.20 Open 458.92 456.14 2.78 26.25 10.74 P -8 112.00 12.0 PVC 150.0 false 0.00 Open 456.14 453.58 2.56 22.88 10.74 P -9 38.00 12.0 PVC 150.0 false 0.00 Open 453.58 452.71 0.87 22.88 10.74 P -10 61.00 12.0 PVC 150.0 false 0.00 Open 452.71 451.57 1.13 18.60 9.60 P -11 301.00 12.0 PVC 150.0 false 0.05 Open 451.57 445.90 5.67 18.84 9.60 P -12 75.00 12.0 PVC 150.0 false 0.00 Open 445.90 444.70 1.20 16.04 8.86 P -13 76.00 12.0 PVC 150.0 false 0.05 Open 444.70 443.42 1.28 16.85 8.86 P -14 53.00 12.0 PVC 150.0 false 0.20 Open 443.42 443.12 0.30 5.60 4.43 P -15 98.00 12.0 PVC 150.0 false 0.20 Open 443.12 442.62 0.50 5.07 4.43 P -16 197.00 12.0 PVC 150.0 false 0.05 Open 442.62 441.73 0.89 4.52 4.43 P -17 421.00 12.0 PVC 150.0 false 0.20 Open 441.73 441.73 0.00 0.00 0.00 P -18 65.00 12.0 PVC 150.0 false 0.20 Open 441.73 441.73 0.00 0.00 0.00 P -19 275.00 12.0 PVC 150.0 false 0.20 Open 441.73 441.73 0.00 0.00 0.00 P -0 224.00 12.0 PVC 150.0 false 0.00 Open 468.67 474.31 5.64 25.17 11.30 P -21 700.00 12.0 PVC 150.0 false 0.00 Open 474.31 491.92 17.62 25.17 11.30 P -22 89.00 24.0 PVC 150.0 false 0.00 Open 492.00 491.92 0.08 0.86 2.83 Scenario: Automated Fire Flow Steady State Analysis Pipe Report Title: College Station Project Engineer: BPI User m: \... \water model.wcd Bury & Partners WaterCAD v4.5 [4.5015a] 03/22/10 08:57:16 AM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Label Elevation (ft) Zone Type Demand (gpm) Pattern ;CalculatedHydraulic Demand (gpm) Calculated Grade (ft) Pressure (psi) J -1 292.00 Zone -1 Demand 0.00 Fixed 0.00 474.31 78.88 J -2 300.00 Zone -1 Demand 200.00 Fixed 200.00 468.67 72.98 J -3 301.50 Zone -1 Demand 0.00 Fixed 0.00 467.90 71.99 J-4 302.00 Zone -1 Demand 0.00 Fixed 0.00 467.25 71.49 J -5 303.00 Zone -1 Demand 0.00 Fixed 0.00 465.76 70.42 J -6 303.00 Zone -1 Demand 0.00 Fixed 0.00 465.17 70.16 J -7 303.00 Zone -1 Demand 0.00 Fixed 0.00 464.98 70.08 J -8 297.00 Zone -1 Demand 0.00 Fixed 0.00 458.92 70.06 J -9 300.00 Zone -1 Demand 0.00 Fixed 0.00 456.14 67.55 J -10 300.00 Zone -1 Demand 1,562.50 Fixed 1,562.50 453.58 66.44 J -11 300.00 Zone -1 Demand 400.00 Fixed 400.00 453.25 66.30 J -12 300.00 Zone -1 Demand 0.00 Fixed 0.00 452.89 66.15 J -13 307.00 Zone -1 Demand 260.00 Fixed 260.00 451.09 62.34 J -14 312.00 Zone -1 Demand 0.00 Fixed 0.00 450.76 60.03 J -15 314.00 Zone -1 Demand 1,562.50 Fixed 1,562.50 450.41 59.02 J -16 314.00 Zone -1 Demand 0.00 Fixed 0.00 450.41 59.02 J -17 310.00 Zone -1 Demand 0.00 Fixed 0.00 450.41 60.75 J -18 297.00 Zone -1 Demand 0.00 Fixed 0.00 450.41 66.37 J -19 285.00 Zone -1 Demand 0.00 Fixed 0.00 450.41 71.56 J -20 284.00 Zone -1 Demand 0.00 Fixed 0.00 450.41 72.00 J -21 276.00 Zone -1 Demand 0.00 Fixed 0.00 450.41 75.46 J -22 289.00 Zone -1 Demand 0.00 Fixed 0.00 491.92 87.80 Scenario: Automated Fire Flow Steady State Analysis Junction Report Sp /, 3/z S 6Pil 17elifiem 7 S 3 10 � IS 7' �3 P54"45 FACTO e- cp Yawl- IA c- it+tdco( -5=2, - Title: College Station \water rnodel.wcd 03/22/10 08:58:12 AM Project Engineer: BPI User Bury & Partners WaterCAD v4.5 [4.5015a] ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 -755 -1668 Page 1 of 1 Label Length (ft) Diameter (in) Material Hazen- Williams C Check Valve? Minor Loss Doefficien' ContrdLipstream Status Structultownstream Hydraulic Grade (ft) Structul'ressure Hydraulic Grade (ft) Pipe He dl ss (ft) Headloss Gradient (ft/1000ft) Velocity (ft/s) P -1 18.00 12.0 PVC 150.0 false 0.20 Open 468.67 467.90 0.77 42.77 10.74 P -2 13.00 12.0 PVC 150.0 false 0.20 Open 467.90 467.25 0.66 50.42 10.74 P -3 65.00 12.0 PVC 150.0 false 0.00 Open 467.25 465.76 1.49 22.88 10.74 P-4 22.00 12.0 PVC 150.0 false 0.05 Open 465.76 465.17 0.59 26.94 10.74 P -5 8.00 12.0 PVC 150,0 false 0.00 Open 465.17 464.98 0.18 22.88 10.74 10.74 P-6 265.00 12.0 PVC 150.0 false 0.00 Open 464.98 458.92 6.06 22.88 P -7 106.00 12.0 PVC 150.0 false 0.20 Open 458.92 456.14 2.78 26.25 10.74 P -8 112.00 12.0 PVC 150.0 false 0.00 Open 456.14 453.58 2.56 22.88 10.74 6.30 P -9 38.00 12.0 PVC 150.0 false 0.00 Open 453.58 453.25 0.32 8.53 P -10 61.00 12,0 PVC 150.0 false 0.00 Open 453.25 452.89 0.36 5.91 5.17 P -11 301.00 12.0 PVC 150.0 false 0.05 Open 452.89 451.09 1.80 5.98 5.17 P -12 75.00 12.0 PVC 150.0 false 0.00 Open 451.09 450.76 0.33 4.44 4.43 P -13 76.00 12.0 PVC 150.0 false 0.05 Open 450.76 450.41 0.35 4.64 4.43 P -14 53.00 12.0 PVC 150.0 false 0.20 Open 450.41 450.41 0.00 0.00 1.45e -6 P -15 98.00 12.0 PVC 150.0 false 0.20 Open 450.41 450.41 0.00 0.00 0.00 P -16 197.00 12.0 PVC 150.0 false 0.05 Open 450.41 450.41 0.00 0.00 0.00 P -17 421.00 12.0 PVC 150.0 false 0.20 Open 450.41 450.41 0.00 0.00 0.00 P -18 65.00 12.0 PVC 150.0 false 0.20 Open 450.41 450.41 0.00 0.00 1.45e -6 P -19 275.00 12.0 PVC 150.0 false 0.20 Open 450.41 450.41 0.00 0.00 0.00 P-0 224.00 12.0 PVC 150.0 false 0.00 Open 468.67 474.31 5.64 25.17 11.30 P -21 700.00 12.0 PVC 150.0 false 0.00 Open 474.31 491.92 17.62 25.17 11.30 P -22 89.00 24.0 PVC 150.0 false 0.00 Open 492.00 491.92 0.08 0.86 2.83 Scenario: Automated Fire Flow Steady State Analysis Pipe Report Project Engineer: BPI User Title: College Station WaterCAD v4.5 t4.5015aj m:1... \water model.wcd Bury & Partners 03/22/10 08:58:01 AM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 -755 -1866 Page 1 of 1 Label Elevation (ft) Zone Type Demand (gpm) Pattern :CalculatedHydraulic Demand (gPm) Calculated Grade (ft) Pressure (psi) J -1 292.00 Zone -1 Demand 0.00 Fixed 0.00 474.31 78.88 J -2 300.00 Zone -1 Demand 200.00 Fixed 200.00 468.67 72.98 J -3 301.50 Zone -1 Demand 0.00 Fixed 0.00 487.90 71.99 J-4 302.00 Zone -1 Demand 0.00 Fixed 0.00 467.25 71.49 J-5 303.00 Zone -1 Demand 0.00 Fixed 0.00 465.76 70.42 J-6 303.00 Zone -1 Demand 1,562.50 Fixed 1,562.50 465.17 70.16 J -7 303.00 Zone -1 Demand 0.00 Fixed 0.00 465.10 70.13 J -8 297.00 Zone -1 Demand 0.00 Fixed 0.00 462.84 71.75 J -9 300.00 Zone -1 Demand 0.00 Fixed 0.00 461.81 70.01 J -10 300.00 Zone -1 Demand 1,562.50 Fixed 1,562.50 460.85 69.59 J -11 300.00 Zone -1 Demand 400.00 Fixed 400.00 460.82 69.58 J -12 300.00 Zone -1 Demand 0.00 Fixed 0.00 460.81 69.57 J -13 307.00 Zone -1 Demand 260.00 Fixed 260.00 460.76 66.52 J -14 312.00 Zone -1 Demand 0.00 Fixed 0.00 460.76 64.36 J -15 314.00 Zone -1 Demand 0.00 Fixed 0.00 460.76 63.50 J -18 314.00 Zone -1 Demand 0.00 Fixed 0.00 460.76 63.50 J -17 310.00 Zone -1 Demand 0.00 Fixed 0.00 460.76 65.23 J -18 297.00 Zone -1 Demand 0.00 Fixed 0.00 460.76 70.85 J -19 285.00 Zone -1 Demand 0.00 Fixed 0.00 460.76 76.04 J -20 284.00 Zone -1 Demand 0.00 Fixed 0.00 460.76 76.48 J -21 276.00 Zone -1 Demand 0.00 Fixed 0.00 460.76 79.94 J -22 289.00 Zone -1 Demand 0.00 Fixed 0.00 491.92 87.80 . aIT I . 4 _ /z. 'Title: College Station m: \... \water model.wcd 03/22/10 09:01:00 AM Scenario: Automated Fire Flow Steady State Analysis Junction Report sopre spy /T 3125 6P'in b w rrn � n J ••• 1 4Ic iit/6 WIVL i 444d 5 -Z � 74 5-a Project Engineer: BPI User Bury & Partners WaterCAD v4.5 [4.5015a} ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Label Length (ft) Diameter (in) Material Hazen- Williams C Check Valve? Minor Loss Coefficienl Contrdlipstream Status StructLwnstream Hydraulic Grade (ft) Structuieressure Hydraulic Grade (ft) Pipe Headloss (ft) Headloss Gradient (ft/1000ft) Velocity (ft/s) P -1 18.00 12.0 PVC 150.0 false 0.20 Open 468.67 467.90 0.77 42.77 10.74 10.74 P -2 13.00 12.0 PVC 150.0 false 0.20 Open 467.90 467.25 0.66 50.42 22.88 10.74 P -3 65.00 12.0 PVC 150.0 false 0.00 Open 467.25 465.76 1.49 10.74 P4 22.00 12.0 PVC 150.0 false 0.05 Open 465.76 465.17 0.59 26.94 8.53 6.30 P-5 8.00 12.0 PVC 150.0 false 0.00 Open 465.17 465.10 0.07 8.53 6.30 P-6 265.00 12.0 PVC 150.0 false 0.00 Open 465.10 462.84 2.26 6.30 P -7 106.00 12.0 PVC 150.0 false 0.20 Open 462.84 461.81 1.03 9.70 8.53 6.30 P -8 112.00 12.0 PVC 150.0 false 0.00 Open 461.81 460.85 0.96 1.87 P -9 38.00 12.0 PVC 150.0 false 0.00 Open 460.85 460.82 0.03 0.90 0.74 P -10 61.00 12.0 PVC 150.0 false 0.00 Open 460.82 460.81 0.01 0.16 0.74 P -11 301.00 12.0 PVC 150.0 false 0.05 Open 460.81 460.76 0.05 0.16 P -12 75.00 12.0 PVC 150.0 false 0.00 Open 460.76 460.76 0.00 0.00 0.00 1.45e P -13 76.00 12.0 PVC 150.0 false 0.05 Open 460.76 460.76 0.00 0.00 -6 0.00 P -14 53.00 12.0 PVC 150.0 false 0.20 Open 460.76 460.76 0.00 0.00 0.00 P -15 98.00 12.0 PVC 150.0 false 0.20 Open 460.76 460.76 0.00 0.00 P -16 197.00 12.0 PVC 150.0 false 0.05 Open 460.76 460.76 0.00 0.00 1.45e -6 0.00 P -17 421.00 12.0 PVC 150.0 false 0.20 Open 460.76 460.76 0.00 0.00 0.00 P -18 65.00 12.0 PVC 150.0 false 0.20 Open 460.76 460.76 0.00 0.00 0.00 P -19 275.00 12.0 PVC 150.0 false 0.20 Open 460.76 460.76 0.00 0.00 11.30 P -0 224.00 12.0 PVC 150.0 false 0.00 Open 466.67 474.31 5.64 25.17 11.30 P -21 700.00 12.0 PVC 150.0 false 0.0D Open 474.31 491.92 17.62 25.17 2.83 P -22 89.00 24.0 PVC 150.0 false 0.00 Open . 492.00 491.92 0.08 0.86 Scenario: Automated Fire Flow Steady State Analysis Pipe Report Project Engineer: BPI User Title: College Station WaterCAD v4.5 (4.5015a] m:l.. \water model.wcd Bury 8 Partners 03/22/10 09:01:12 AM ©Haestad Methods, inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 1 0 1.„ From: "Sharp, Michael" <msharp @burypartners.com> To: "Erika Bridges" <Ebridges @cstx.gov> CC: "Lauren Hovde" <Lhovde @cstx.gov> Date: 3/18/2010 2:42 PM Subject: HEB College Station - Flow Report Attachments: HEB CS2 Fire Flow Rpt EXH- 02.pdf; HEB CS2 Fire Flow Rpt- 1.pdf; HEB CS2 Fire Flow Rpt- 2.pdf; HEB CS2 Fire Flow Rpt- 3.pdf; HEB CS2 Fire Flow Rpt -4.pdf Erika Attached are the revised reports as discussed yesterday. Please review and provide comment. Both HEB and the GC are pushing to obtain release of the permits on this end. Thank you for your help. - michael Michael Sharp Project Director Bury+Partners ENGINEERING SOLUTIONS (TBPE No. F -1048) 922 Isom Road, Suite 100 San Antonio, TX 78216 -4135 Phone: (210) 525 -9090 Fax: (210) 525 -0529 www.burypartners.com <http: / /www.burypartners.com> Label Length (ft) Diameter (in) Material Hazen- Williams C Check Valve? Minor Loss Doefficienl ContrdUpstream Status Structtdflwnstream Hydraulic Grade (ft) Structuieressure Hydraulic Grade (ft) Pipe He dl ss (ft) Headloss Gradient (ft/1000ft) Velocity (Ws) P -1 18.00 12.0 PVC 150.0 false 0.20 Open 486.42 486.24 0.18 10.16 5.08 P -2 13.00 12.0 PVC 150.0 false 0.20 Open 486.24 486.09 0.15 11.88 5.08 P -3 65.00 12.0 PVC 150.0 false 0.00 Open 486.09 485.71 0.37 5.72 5.08 P-4 22.00 12.0 PVC 150.0 false 0.05 Open 485.71 485.57 0.15 6.63 5.08 P -5 8.00 12.0 PVC 150.0 false 0.00 Open 485.57 485.52 0.05 5.71 5.08 P -6 265.00 12.0 PVC 150.0 false 0.00 Open 485.52 484.01 1.51 5.72 5.08 P -7 106.00 12.0 PVC 150.0 false 0.20 Open 484.01 483.32 0.69 6.47 5.08 P -8 112.00 12.0 PVC 150.0 false 0.00 Open 483.32 482.68 0.64 5.72 5.08 P -9 38.00 12.0 PVC 150.0 false 0.00 Open 482.68 482.68 2.62e -3 0.07 0.47 P -10 61.00 12.0 PVC 150.0 false 0.00 Open 482.68 482.68 7.32e -4 0.01 0.18 P -11 301.00 12.0 PVC 150.0 false 0.05 Open 482.68 482.68 3.75e -3 0.01 0.18 P -12 75.00 12.0 PVC 150.0 false 0.00 Open 482.68 482.68 0.00 0.00 0.00 P -13 76.00 12.0 PVC 150.0 false 0.05 Open 482.68 482.68 0.00 0.00 0.00 P -14 53.00 12.0 PVC 150.0 false 0.20 Open 482.68 482.68 0.00 0.00 1.45e -6 P -15 98.00 12.0 PVC 150.0 false 0.20 Open 482.68 482.68 0.00 0.00 0.00 P -16 197.00 12.0 PVC 150.0 false 0.05 Open 482.68 482.68 0.00 0.00 0.00 P -17 421.00 12.0 PVC 150.0 false 0.20 Open 482.68 482.68 0.00 0.00 1.45e -6 P -18 65.00 12.0 PVC 150.0 false 0.20 Open 482.68 482.68 0.00 0.00 0.00 P -19 275.00 12.0 PVC 150.0 false 0.20 Open 482.68 482.68 0.00 0.00 0.00 P -0 224.00 12.0 PVC 150.0 false 0.00 Open 486.42 487.77 1.35 6.02 5.22 P -21 700.00 12.0 PVC 150.0 false 0.00 Open 487.77 491.98 4.21 6.02 5.22 P -22 89.00 24.0 PVC 150.0 false 0.00 Open 492.00 491.98 0.02 0.21 1.30 Scenario: Automated Fire Flow Steady State Analysis Pipe Report 0-lo rLo 1 • !A . t$ GOLL.E &5 SS'A - rtoti1 2. PRbJi✓ci Title: College Station m: \jason I \water model.wcd Bury & Partners 03/17/10 06:26:58 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA "FILM Epp H Project Engineer: BPI User WaterCAD v4.5 [4.5015a] +1- 203 - 755 -1666 Page 1 of 1 Label Elevation (ft) Zone Type Demand (gpm) Pattern Demand :CalculatedHydraulic (gpm) Calculated Grade (ft) Pressure (psi) J -1 292.00 Zone -1 Demand 0.00 Fixed 0.00 487.77 84.70 J -2 300.00 Zone -1 Demand 50.00 Fixed 50.00 486.42 80.66 J -3 301.50 Zone -1 Demand 0.00 Fixed 0.00 486.24 79.93 J-4 302.00 Zone -1 Demand 0.00 Fixed 0.00 486.09 79.65 J -5 303.00 Zone -1 Demand 0.00 Fixed 0.00 485.71 79.05 J-6 303.00 Zone -1 Demand 0.00. Fixed 0.00 485.57 78.99 J -7 303.00 Zone -1 Demand 0.00 Fixed 0.00 485.52 78.97 J -8 297.00 Zone -1 Demand 0.00 Fixed 0.00 484.01 80.91 J -9 300.00 Zone -1 Demand 0.00 Fixed 0.00 483.32 79.32 J -10 300.00 Zone -1 Demand 1,625.00 Fixed 1,625.00 482.68 79.04 J -11 300.00 Zone -1 Demand 100.00 Fixed 100.00 482.68 79.04 J -12 300.00 Zone -1 Demand 0.00 Fixed 0.00 482.68 79.04 J -13 307.00 Zone -1 Demand 65.00 Fixed 65.00 482.68 76.01 J -14 312.00 Zone -1 Demand 0.00 Fixed 0.00 482.68 73.84 J -15 314.00 Zone -1 Demand 0.00 Fixed 0.00 482.68 72.98 J -16 314.00 Zone -1 Demand 0.00 Fixed 0.00 482.68 72.98 J -17 310.00 Zone -1 Demand 0.00 Fixed 0.00 482.68 74.71 J -18 297.00 Zone -1 Demand 0.00 Fixed 0.00 482.68 80.33 J -19 285.00 Zone -1 Demand 0.00 Fixed 0.00 482.68 85.52 J -20 284.00 Zone -1 Demand 0.00 Fixed 0.00 482.68 85.96 J -21 276.00 Zone -1 Demand 0.00 Fixed 0.00 482.68 89.42 J -22 289.00 Zone -1 Demand 0.00 Fixed 0.00 491.98 87.82 Scenario: Automated Fire Flow Steady State Analysis Junction Report FLoV► 4zPi ) -2 Title: College Station Project Engineer BPI User j: \... \water model \water model.wcd Bury 8 Partners WaterCAD v4.5 [4.5015a] 02/12/10 04:56:26 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1668 Page 1 of 1 Label Length (ft) Diameter (in) Material Hazen- Williams C Check Valve? Minor Loss Coefficient Contrdllpstream Status Structrlitwnstream Hydraulic Grade (ft) Structu Hydraulic Grade (ft) @ressure Pipe Headloss (ft) Headloss Gradient (ft/1000ft) Velocity (ft/s) P -1 18.00 12.0 PVC 150.0 false 0.20 Open 486.42 486.24 0.18 10.16 5.08 P -2 13.00 12.0 PVC 150.0 false 0.20 Open 486.24 486.09 0.15 11.88 5.08 P -3 65.00 12.0 PVC 150.0 false 0.00 Open 486.09 485.71 0.37 5.72 5.08 P-4 22.00 12.0 PVC 150.0 false 0.05 Open 485.71 485.57 0.15 6.63 5.08 P -5 8.00 12.0 PVC 150.0 false 0.00 Open 485.57 485.57 5.49e -4 0.07 0.47 P -6 265.00 12.0 PVC 150.0 false 0.00 Open 485.57 485.55 0.02 0.07 0.47 P -7 106.00 12.0 PVC 150.0 false 0.20 Open 485.55 485.54 0.01 0.08 0.47 P -8 112.00 12.0 PVC 150.0 false 0.00 Open 485.54 485.53 0.01 0.07 0.47 P -9 38.00 12.0 PVC 150.0 false 0.00 Open 485.53 485.53 2.62e -3 0.07 0.47 P -10 61.00 12.0 PVC 150.0 false 0.00 Open 485.53 485.53 7.63e -4 0.01 0.18 P -11 301.00 12.0 PVC 150.0 false 0.05 Open 485.53 485.53 3.72e -3 0.01 0.18 P -12 75.00 12.0 PVC 150.0 false 0.00 Open 485.53 485.53 0.00 0.00 0.00 P -13 76.00 12.0 PVC 150.0 false 0.05 Open 485.53 485.53 0.00 0.00 0.00 P -14 53.00 12.0 PVC 150.0 false 0.20 Open 485.53 485.53 0.00 0.00 1.45e-6 P -15 98.00 12.0 PVC 150.0 false 0.20 Open 485.53 485.53 0.00 0.00 0.00 P -16 197.00 12.0 PVC 150.0 false 0.05 Open 485.53 485.53 0.00 0.00 0.00 P -17 421.00 12.0 PVC 150.0 false 0.20 Open 485.53 485.53 0.00 0.00 0.00 P -18 65.00 12.0 PVC 150.0 false 0.20 Open 485.53 485.53 0.00 0.00 1.45e -6 P -19 275.00 12.0 PVC 150.0 false 0.20 Open 485.53 485.53 0.00 0.00 0.00 P -0 224.00 12.0 PVC 150.0 false 0.00 Open 486.42 487.77 1.35 6.02 5.22 P -21 700.00 12.0 PVC 150.0 false 0.00 Open 487.77 491.98 4.21 6.02 5.22 P -22 89.00 24.0 PVC 150.0 false 0.00 Open 492.00 491.98 0.02 0.21 1.30 Scenario: Automated Fire Flow Steady State Analysis Pipe Report 14 co LLE CAE STaTtar- 2 PR oz ECTS 0 FLOW PT F4 N. rlow i'PT Ir t Title: College Station Project Engineer: BPI User m:\jason I \water model.wcd Bury 8 Partners WaterCAD v4.5 [4.5015a] 03/17/10 06:28:47 PM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Label Elevation (ft) Zone Type Demand (gpm) Pattem Demand CalculatedHydraulic (gpm) Calculated Grade (ft) Pressure (psi) J -1 292.00 Zone -1 Demand 0.00 Fixed 0.00 487.77 84.70 J -2 300.00 Zone -1 Demand 50.00 Fixed 50.00 486.42 80.66 J -3 301.50 Zone -1 Demand 0.00 Fixed 0.00 486.24 79.93 J-4 302.00 Zone -1 Demand 0.00 Fixed 0.00 486.09 79.65 J -5 303.00 Zone -1 Demand 0.00 Fixed 0.00 485.71 79.05 J-6 303.00 Zone -1 Demand 1,625.00 Fixed 1,625.00 485.57 78.99 J -7 303.00 Zone -1 Demand 0.00 Fixed 0.00 485.57 78.99 J -8 297.00 Zone -1 Demand 0.00 Fixed 0.00 485.55 81.58 J -9 300.00 Zone -1 Demand 0.00 Fixed 0.00 485.54 80.28 J -10 300.00 Zone -1 Demand 0.00 Fixed 0.00 485.53 80.27 J -11 300.00 Zone -1 Demand 100.00 Fixed 100.00 485.53 80.27 J -12 300.00 Zone -1 Demand 0.00 Fixed 0.00 485.53 80.27 J -13 307.00 Zone -1 Demand 65.00 Fixed 65.00 485.53 77.24 J -14 312.00 Zone -1 Demand 0.00 Fixed 0.00 485.53 75.08 J -15 314.00 Zone -1 Demand 0.00 Fixed 0.00 485.53 74.21 J -16 314.00 Zone -1 Demand 0.00 Fixed 0.00 485.53 74.21 J -17 310.00 Zone -1 Demand 0.00 Fixed 0.00 485.53 75.94 J -18 297.00 Zone -1 Demand 0.00 Fixed 0.00 485.53 81.57 J -19 285.00 Zone -1 Demand 0.00 Fixed 0.00 485.53 86.76 J -20 284.00 Zone -1 Demand 0.00 Fixed 0.00 485.53 87.19 J -21 276.00 Zone -1 Demand 0.00 Fixed 0.00 485.53 90.65 J -22 289.00 Zone -1 Demand 0.00 Fixed 0.00 491.98 87.82 Scenario: Automated Fire Flow Steady State Analysis Junction Report 5tov -t e Pr 2- Title: College Station Project Engineer: BPI User j: \... \water model \water modeLwcd Bury 8 Partners WaterCAD v4.5 [4.5015a] 02/12/10 04:55 :59 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Label Length (ft) DiameterMaterial (in) Hazen- Williams C Check Valve? Minor Loss Coefficient Contrdllpstream Status Structt.ftwnstream Hydraulic Grade (ft) Structu Hydraulic Grade (ft) €ressure Pipe Headloss (ft) Headloss Gradient (ft/1000ft) Velocity (Ws) P -1 18.00 12.0 PVC 150.0 false 0.20 Open 486.42 486.24 0.18 10.16 5.08 P -2 13.00 12.0 PVC 150.0 false 0.20 Open 486.24 486.09 0.15 11.88 5.08 P -3 65.00 12.0 PVC 150.0 false 0.00 Open 486.09 485.71 0.37 5.72 5.08 P-4 22.00 12.0 PVC 150.0 false 0.05 Open 485.71 485.57 0.15 6.63 5.08 P -5 8.00 12.0 PVC 150.0 false 0.00 Open 485.57 485.52 0.05 5.71 5.08 P -6 265.00 12.0 PVC 150.0 false 0.00 Open 485.52 484.01 1.51 5.72 5.08 P -7 106.00 12.0 PVC 150.0 false 0.20 Open 484.01 483.32 0.69 6.47 5.08 P -8 112.00 12.0 PVC 150.0 false 0.00 Open 483.32 482.68 0.64 5.72 5.08 P -9 38.00 12.0 PVC 150.0 false 0.00 Open 482.68 482.47 0.22 5.72 5.08 P -10 61.00 12.0 PVC 150.0 false 0.00 Open 482.47 482.15 0.31 5.14 4.79 P -11 301.00 12.0 PVC 150.0 false 0.05 Open 482.15 480.59 1.56 5.20 4.79 P -12 75.00 12.0 PVC 150.0 false 0.00 Open 480.59 480.23 0.36 4.78 4.61 P -13 76.00 12.0 PVC 150.0 false 0.05 Open 480.23 479.85 0.38 5.00 4.61 P -14 53.00 12.0 PVC 150.0 false 0.20 Open 479.85 479.53 0.32 6.02 4.61 P -15 98.00 12.0 PVC 150.0 false 0.20 Open 479.53 479.00 0.53 5.45 4.61 P -16 197.00 12.0 PVC 150.0 false 0.05 Open 479.00 478.04 0.96 4.86 4.61 P -17 421.00 12.0 PVC 150.0 false 0.20 Open 478.04 478.04 0.00 0.00 0.00 P -18 65.00 12.0 PVC 150.0 false 0.20 Open 478.04 478.04 0.00 0.00 0.00 P -19 275.00 12.0 PVC. 150.0 false 0.20 Open 478.04 478.04 0.00 0.00 0.00 P -0 224.00 12.0 PVC 150.0 false 0.00 Open 486.42 487.77 1.35 6.02 5.22 P -21 700.00 12.0 PVC 150.0 false 0.00 Open 487.77 491.98 4.21 6.02 5.22 P -22 89.00 24.0 PVC 150.0 false 0.00 Open 492.00 • 491.98 0.02 0.21 1.30 Scenario: Automated Fire Flow Steady State Analysis Pipe Report �- (a FLoin >•T Nn VEL,.oc IT Y S 144om/P T - 1 - 1 > P -15 n.s �u � 15 No c ug+Q E !r D t -ID. SEE: 0 NC rioIJ 4 i)bgT Fbg Pzzssuiz e L 5 sr - Ttar.1 2 pR o e,6j- FLAW 4Pr4 -I Title: College Station Project Engineer: BPI User j :\... \water model \water model.wcd Bury & Partners WaterCAO v4.5 [4.5015aj 02/12/10 04:57:21- PM C Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Label Elevation (ft) Zone Type Demand (gpm) Pattem Demand CalculatedHydraulic (gpm) Calculated Grade (ft) Pressure (psi) J -1 292.00 Zone -1 Demand 0.00 Fixed 0.00 487.77 84.70 J -2 300.00 Zone -1 Demand 50.00 Fixed 50.00 486.42 80.66 J -3 301.50 Zone -1 Demand 0.00 Fixed 0.00 486.24 79.93 J-4 302.00 Zone -1 Demand 0.00 Fixed 0.00 486.09 79.65 J -5 303.00 Zone -1 Demand 0.00 Fixed 0.00 485.71 79.05 J-6 303.00 Zone -1 Demand 0.00 Fixed 0.00 485.57 78.99 J -7 303.00 Zone -1 Demand 0.00 Fixed 0.00 485.52 78.97 J -8 297.00 Zone -1 Demand 0.00 Fixed 0.00 484.01 80.91 J -9 300.00 Zone -1 Demand 0.00 Fixed 0.00 483.32 79.32 J -10 300.00 Zone -1 Demand 0.00 Fixed 0.00 482.68 79.04 J -11 300.00 Zone -1 Demand 100.00 Fixed 100.00 482.47 78.94 J -12 300.00 Zone -1 Demand 0.00 Fixed 0.00 482.15 78.81 J -13 307.00 Zone -1 Demand 65.00 Fixed 65.00 480.59 75.10 J -14 312.00 Zone -1 Demand 0.00 Fixed 0.00 480.23 72.78 J -15 314.00 Zone -1 Demand 0.00 Fixed 0.00 479.85 71.76 J -16 314.00 Zone -1 Demand 0.00 Fixed 0.00 479.53 71.62 J -17 310.00 Zone -1 Demand 0.00 Fixed 0.00 479.00 73.12 J -18 297.00 Zone -1 Demand 1,625.00 Fixed 1,625.00 478.04 78.33 J -19 285.00 Zone -1 Demand 0.00 Fixed 0.00 478.04 83.52 J -20 284.00 Zone -1 Demand 0.00 Fixed 0.00 478.04 83.95 J -21 276.00 Zone -1 Demand 0.00 Fixed 0.00 478.04 87.41 J -22 289.00 Zone -1 Demand 0.00 Fixed 0.00 491.98 87.82 Scenario: Automated Fire Flow Steady State Analysis Junction Report sws `i y r c es 0th vu 5. See r i r e { /�(+ «Ls fdy l v� vtioe FLAW tkFr 4.2 Title: College Station Project Engineer. BPI User j :\... \water model water model.wcd Bury & Partners WaterCAD v4.5 (4.5015a] 02/12/10 04:57:24 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1