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Home My WebLink AboutFire Flow ReportFIRE FLOW REPORT (1 ORIGINAL) LanLackwood,Andrews & Newnam, Inc. A Lf0 A DALY f:OMPA NV PLANNING ENGINEERING PROGRAM MANAGEMENT Est. 1935 AUSTIN, TX BRYAN,TX CHICAGO, IL DALLAS,TX FLINT, MI FORT WORTH, TX HOUSTON, TX LAS VEGAS, NV LOS ANGELES, CA MIAMI, FL PHOENIX, AZ SACRAMENTO, CA SAN ANTONIO, TX SAN MARCOS, TX TAMPA, FL WACO, TX l',"?/LO(I 12ILMM 96029 FfyN^S� 2925 BRIARPARK DRIVE HOUSTON, TX 77042 TEL 713.266.6900 FAX 713.266.2089 www.lan-ine.com DATE: TO: FROM: PROJECT NO. PROJECT: SUBJECT: MESSAGE: February 23, 2011 Data Code: -406 LAN modeled a small section of the City's water system in the neighborhood south west of the Carters Creek Wastewater Treatment Plant (WWTP) to determine the pressures related to the required fire flow for the proposed Lab and SCADA building. Based on the type of structure as defined in the 2006 IBC (Type 1113, structural steel frame enclosed in gypsum board, 1 hour rated) and the square footage of the building (2,994 square feet) the minimum required fire flow is 1,500 gpm for two hours. The City of College Station conducted two fire flow tests on February 14, 2011. These test results are attached in the Appendix. Using the results from these fire flow tests, LAN calibrated a model for the small portion of the City's water system from which the extended water main is to be attached. Hazen Williams "C" factors for the existing pipes were varied until the pressure drop and static pressure conditions observed in the fire flow tests were approximated by the model. LAN then modeled the system with both a 6 and 8 inch mains extending to the fire hydrant at the proposed Lab and SCADA building to determine the pressure in the system during fire flow. It was determined that the pressure would be approximately 64 psi when a new 8 inch main was extended from the existing 6 inch line past Rolling Rock Place, assuming the pressures in the supply lines were similar to the pressures at the time of the fire flow tests. This is greater than the 20 psi pressure required during fire flow as mandated by state regulations (30 TAC §290.44(d)). It is assumed that since the main is being extended across country, and that since the only road being paralleled is within the plant confines, the requirements for minimum hydrant spacing are not applicable; however, the distance from the hydrant at new Lab and SCADA Building to the point at which the new main crosses the plant road is approximately 420 ft, which is less than the minimum distance required by code. Attachments: Plan And Profile Of Water Line From Connection Point To W WTP EPANET System Schematic EPANET Input Data Summary Of Flow And Pressure Results For 6 Inch Connection Between Rolling Rock Place And New 8 Inch Main EPANET Report — Flow To Lab And SCADA Building - 6 Inch Connection Between Rolling Rock Place And New 8 Inch Main Summary Of Flow And Pressure Results For 8 Inch Connection Between Rolling Rock Place And New 8 Inch Main EPANET Report — Flow To Lab And SCADA Building - 8 Inch Connection Between Rolling Rock Place And New 8 Inch Main EPANET Input For Fire Flow Test At 1-064 Fire Flow Test Data At 1-064 EPANET System Schematic For Fire Flow Test Data At 1-064 EPANET Report— Fire Flow Test At 1-064 Fire Flow Test Data At 1-065 EPANET System Schematic For Fire Flow Test Data At 1-064 EPANET Report — Fire Flow Test At 1-064 B-036-11 Lockwood, Andrews & Newnam, Inc. sl6vNin, LED A DALY COMPANY Plan and Profile of Water Line from Connection Point to WWTP BMS-11 X (FOR CONTINUATION SEE SHEET C-202) in III m m I I EGIN TRENCHLESS .I ONSTRUCTION IN CASING N: 102W846.0 m I E: 3571846.0 I ' AND REPLACE AS NECESSARY \ VALVE W/ BOX ENO TRENCHLE55 PROP 6' PVC C900-0 WATERLINE'', / N: 1357,839.3 " " 41 �' CONSTRUCTION IN CASI G `� 6'x45' BE D 1 N E: 3571839.3 SlIDMALK m N: 10210882.4 N-10211007:1 . E: 3571891.9 m In // __ _. /20' UMI75 OF CONSTRUCTION E: 3572040A, u W WW 2 W J W lit Y lip JEWALK W WmNNECT "!ExIsrlNc0836.3 �...—.. ... .. ... .. ... 4_....... _. ......—..PAVEMENTOTE7.1. <I �NOTE t 1. K (80') A� '• m m 60' AOIV zI NI CRITICAL LOCATE m InSEE SPEC 011101 w IT TO SIDEWALK ' m m In Dr s z y m On 6m a z On r m 6' Waterline Alignment Table Dere Station Length (ft) Caorse Nodh'ig fasting BEGINNING 1+00.0 265.6 N49'59'E 102106163 357183].0 PI 3+65.6 10 N4'59'E 10211007.1 JS]2040.4 3+6J.5 i_ 323 N/A 1021101].Q JS]2041.J Carters Creek Wastewater Treatment Plant ��. College Station, Texas City of College Station 2613 Texas Avenue College Station, Texas 77840 L� M& Nowood, Andrews vrAN 1NL &... A D ICOMPANY 2925 Briarpark Drive Houston, Texas 77042-3720 Ent 713-26166900 Fax 713-266-7596 90% SUBMITTAL NOTES: 1. FIELD VERIFY WATERLINE CONNECTION TO EXISRNG 6' WATERLINE. MAKE NECESSARY ADJUSTMENT TO UNE AND GRADE TO ENSURE A PROPER TIE-IN. 2. INSTALL TRACER WIRE PER SPEC 09-03-12 AND DET W1-03, SHE C-501 3. INSTALL RESTRAINED JOINTS AND THRUST BLOCKS PER LET 112-00, SET C-501 REVISIONS 254 254 _ ._. _. ... i _.. n' o Q No `I `, m ^+, Wo NATURAL CROU g c��5 E1 252 0 252 FILE LOG f� +p o �� z04 III 250 PRO%. STA STA I+51 0 I+310 12 GAS PIPELINE AP 0%. 4 COVER m LM Q 250 ._... .. -,-, ...._ GAS E -COVER ACTUALSrAP1H-90T-At 3UR[D- m _ i I %. 4 ' ACNA APPRO%P PTH NOT M I 15 0 SUREO 6' GAS PIPE ACTUAL DEPTH N Do N 1 APPRO%. 4' tort NOT MEASURED w I....6 to GAS PPELINE APPRO% COVER i 248 ACT )AL DEPTH NOT ACOVED I a ��ti II— I �� O.00T _ _ _ 248 _ _ - INTERIM REVIEW ONLY w«. a •=�wn�. 0 2' M N. CLR. T 2' MIN. CLRI PROP 6 PVC C900*07 WATERLINE^" MI NIMUM $TA 3 59 TO STA 3 TRAINED JOINTS 24 LF RESTRAINED) �__ 1 I �- - 246 cNH1E L srRRre al io zan 246 - - 2 MIN Etk._ _ _ — __. — _— __ _'__- _ _ _ __ - - 2' MIN. CI-R. - e _ 1 mnenoa nN,ew, A ne.�om, 6a I - I I 1 1 10 8 r-2614 244 �_i _ 244 BORE 60 LEIN STEEL CASN 1 '.:-. SEE DE501 W2-03STA 0 20 40 24DEALL 1 90 242 ... _ ---_ _ _-. 242.-..__. JOIMS 0 0 J V. Project No. 120 10954 000 234 I w 234 - rUA 2+7A6 - -- -- ' 35h SDVER II I �JSANTARY ,, CIVIL WATER LINE 232 _ 232 - - _.-.. -.- 232 l PLAN I I I I o 23II+ �� 230 2 30 IT —LO1 0+00 1+00 2+ 00 3+00 (FOR CONTINUATION SEE SHEET C-201) s s S 5 ' � 5 5 � S —� 5 S I SIt — S \--.fSZFLA2520.85. I 1-TRACER WIRE BOX FL(re))=2W 1 1-6'x45' BEND FL(C)-23o 1 N: 10211017.0 20 LIMITS OF CONSTRUCTION N: 10211121.1 I REMOVE AND REPLACE E: 3572041.3 E: 3571930.. FENCE AS NECESSARY. I R_230 I i SEE NOTE 1: -.- - I �-Ixlsr. 36 s<NNam stwEN, / �eL ------- Ole, \ 254 to, (TYP) 6' PVC 6" Waterline Alignment Table Oau. Station Length IN) Course Nalhin9 Eonting PI 3+65.6 10.0 NC59'E 10211007.1 35]20/U.4 PI 3+83S 32.7 N/A 102f 1017.0 3572041.3 PI 4+16.1 304.6 N4610V 10211040.5 3572018.6 PI 7+09.8 50.6 N3.101Y 10211236.4 W1799.7 N 7+86.9 152.4 N4052'E 10211286.9 1 3571796.9 Carters Creek Wastewater Treatment Plant College Station, Texas City of College Station 2613 Texas Avenue College Station, Texas 77840 in L� MLockwood, Androwa &Newnem,c, 7975 & arpul, Duo, Houston, Texas 77042 3720 Tel 713 266 6900 Fax 713-266-7596 1-6'x45' BEND y. ^ / 90%SUBMITTAL N: 10211236.4 cxnvTL E: 3571799.7 I \ \�NOTES: coxcNErE / oli TEMPORARILY "RELOCATE OR REPLACE FENCE AS / NECESSARY TO MAINTAIN SECURITY. REPLACE 'a>s--- FENCE TO ORIGINAL CONDITION OR BETTER. NO ' ep SEPARATE PAY. T 12. INSTALL TRACER WIRE PER SPEC 09-03-12 AND -•z � DET W1,03, SHT C-501 i I�stiI� I 3.--INSTALL RESTRAINED JOINTS AND THRUST BLOCKS PER DEf W2-00, SHT C-501 m �� REVISIOIJS (FOR. CONTINUATION SEE SHEET C-203) ,.a oermvno 254 254 (FOR CONTINUATION SEE SHEET C-204) Carters Creek Wastewater Treatment Plant College Station, Texas $' V o,S 3 $ 61 of College Station . F 2 G3 Texas Avenue a S College Station, Texas 77840 I-6'x4Y BEND SEE NOTE 3 \ Lockwood Andrews N: 102f1286.9_ ----.__. ■``. &Nownsm Inc. LIl E. 3571796.9 / PRO . 6' PVC C900-07 WATERLINE REMOVE AND REPLACE ...o . ==,.0 "Y FENCE AS NECESSARY. s SEE NOTE 2. 9 nrcau,nuvruv"e REMOVE AND REPLACE � � 20� UM S OF CONSTRUCTIQ N e(p� CONCRETE AND GRAVEL \�` .. — .. _ ... _ ... _ t 2925 Br arpark Or ve DRIVEWAY AS ,_-, 6+00 9 W b Houston, Texas 77042d]20 1. SEE SEE NOTE 1. f Tel I13-266-6900 Pax )13-26G459G .i• Y„ W W / N 111111 1 J ,~ CONCRETE / � v •.8 L"Is � t - '. 5 S 3 ''1-6 S S 5 5 S S $ —/S S S S 5 BEND 5 5 S S S S S 5 S— P x45' '0211393.5 y % N: 90%SUBMITTAL E: 3571889.2 NOTES: 0-0-0-0-0—0, oo— i COj{TRACTOq,SHALL REPLACE CONCRETE AND —GRAVEL OR@EWAY TO EXISTING OR BETTER ✓. CONDIRON UPON OMPLENON OF CONSTRUCTION. I MAlMAlN ACCESS ROUGHOUT CONSTRUCTION. I s 2. TEMPORARILY REL TE OR REPLACE FENCE AS MTAIN NECESSARY TO SECURITY. REPLACE �° FENCE TO ORIGI L CONDMON OR BETTER. NO i; 6° Waterline Alignment Table SEPARATE PAY. 0 Desc. Sto9on LeiyU (IQ Course NONhing Eas6ng 3. COORDINATE WITH POWER PROVIDER TO BRACE q % ]+09.8 50.6 N3'I0W 10211236A 35]I]99.] AND SUPPORT P WER POLES AS NECESSARY. FIRE m 1a.9 NW52'E tO211269.9 M11790.9 4: INSTALL TRACER PER SPEC 09-03-12 AND % 9+J0.0 10.0 NCB'E 10211J91S 3571869.2 $Hi C-SOT 5. INSTALL INSTALL RW2-00,�D JOINTS AND THRUST BLOCKS RES REVISIONS (FOR CONTINUATION SEE SHEET C-202) - % 9t18.0 20.6 N/A f0211lDJ.5 J5]1889.4 PER OEi W2-00, SHT C-501 TO STA 7+ N 9+00 FILE LOG INTERIM REVIEW ONLY e .a�iei=Slep'p"m�vmwq°i'q"F e to 29t lakxaod. Mdre Ile,mm, Fr. 19 (-2619 0 20 40 1"-20' 0" Project No. 120-10954-000 CIVIL WATER LINE PLAN R PROFILE C-203 8+00 Carters Creek (FOR CONTINUATION SEE SHEET C-203) Wastewater % Treatment Plant College Station, Texae 1-8" GATE VALVE W/ BO% REMOVE AND REPLACE 1-6"x9 BENDN: Cit ofColle eStation Avenue - '1 /1N: TEE 10211556.7 FENCE AS NECESSARY. N: 102117T6:0-- 2613 Texas 102115 N: 10211554.E E: 3571729.0 SEE NOTE 3.E: 357i546g-' College Stati°n, Texas ]]840 JA' R=230' �,ti i fL3571731.21-6" GATE VALVE W/ BOX W ""® To- (TYP) /'• A \ __. _ - . _ - - - .. - ... _ ... _ ... _ .. ... - - .. N:-1021(7174 ... Lockwood, Andrews W W _ `�' /` _ E: 357548.2an low0 TW iW � 1 +00 �� ' +60 oE&Newnam,lno.. A - ' N. Clh:M 4 MI M hl M M- M -. A\ ._-;-�h1 M/ . _ .. .-�._ M� Al M M - �. M M �... M M nncw�x•xrussw d fi=230' � _... � CONSTRUCTION 20' LIMRS OF - -_.. - ... - .. - ... ¢a• aos. oAx .. _ - ... - . i ,a ✓ CRI➢GIL-LQCATE 53 V a �o ' ,a ou ,r uvc � R 230' SEE SPEC 6111Q e 1Vl N Drive 2925 6r aTexa 7704 Texas ]]04z 3720 s ° 1r ,rvc ° s WATERLINE E%IST. 3' WL EXIST. 3' WE ,r uve onx o _ PROP 6" PVC C900-07 ^ 1-3" Wk'T CONNECT µ. Tel 711 - 713- Tel n3 zu65goo Pax n3-z66asg6 ' "'�--._ ..._,v we oucy ' �✓ ,r 1rvc ] 10211719.7 1- fi"x45' BEND i-TRACER WIRE BOX ---�..., (., �E: 3571549.9 N: 10211403.5 N. 10211431.0 SEE NOTE 1. s E: 3571888.4 E: 3571859.8 ' PROP 6" PVC C900-07 WATER 1-fi GATE VALVE W/ BOX CRITICAL LOCATE SEE NOTE 2. N: 10211603.5 SEE SPEC 01110 E 3571774.1 F `-..- 1-FlR HYDRANT � N: 11.8 3ASS5EMBLY E. 7177676.0 NOTES: 90% SUBMITTAL 6" Waterline Alignment Table Oesc. steron Length (it) Coarse Northing I Easting PI 9+30.0 10.0 114WE 10211393.5 3571889.2 PI 9+TTO 20.6 N/A 102114113.5 3571888.4 PI 9+68.6 9.5 N/A 10211417.6 M718733 PI 9+78.1 193.4 N46'e'E 10211424.4 3571866.7 TEE U+65.8 11.4 N/A 10211 M416 3571731.2 PI 11+6 S 56.6 N41'1'E 10211563.1 35717X9 ENO 11+65.8 N/A N/A 10211604.1 3571774.E PI i1+713 11.4 N/A 10211558.4 3571727.3 PI 11+82.7 228.4 N40'59'W 10211566.1 3571718.9 PI 14+11.1 5A N4'8'E 10211713.0 3571546.6 END 1N11.1 N/A N/A 10211719.7 3571549.9 FIELD VERIFY WATER�E CONNECTION TO EXISTING " WATERLINE. MAI NECES-AWLSITMENTS T NE AND GRAD ENSURE PROPER PE -I . s 2. CONTRAC TO CO IRATE WITH CARTERS CREEK WWTP OPERA S RELOCATE STORAGE CONTAINER, NO ZkTE PAY. 3. TEMPORARILY REED OR REPLACE FENCE AS NECESSARY TO MAI FENCE TO ORIGINAL SEPARATE CURVY. EFFACE S NOTION R BETTER. NO 4 ALL JOT TKIM TEE TO FIT ASSEMBLY. 5. IN TRACER M BET W1 3, SHT C 6, INSTALL R NE PER SPEC 09-03-12 AND 1 J INTS AND THRUST BLOCKS REVISIONS Pro nET w9_nn Cw c_snt .,_ .....__..,... LanLockwood,Andrews & Newnam, Inc. A LEO A DALY COMPANY EPANET System Schematic B-036-11 Lockwood, Andrews mK mil& Newnam, Inc. A LEO A DALY COMPANY EPANET Input Data 6-036-11 V mNWGWNNWCCCCCK 7 00000000000 O 000 H TOo Go O O O C G F E �rvry a C > zT Q %m No p T C M > G N N a O Gv Go NmNN mi � O� ENN rl .r m.r .immmmm�mm� M O U P K v" G a �ovvmvm.r qq 9ov ro V U qo � 00000.roao b M rCiNN 2i� ro2no rry Z Z W ? N A a" s m z" ti o moo w G 0 Loo V L E N > 4loaa0000000 :C Woo ¢i�nvmvcvrr rtn N.-�.+ Z L P N £ % V rC+ (r V C ry UNb rU4 G O z C O r Ncom�omo.y n.r ortory U d F w Umn Vmm�m a 7 O O V inmvN Noma N.-+.+.� h�trv`mrNm o 0 7 rn a E C fi omm z £ 3 o f N C rv0 O O .ti .y000a o.rononony zyo x C D mmn 9No D Oo 4 ONrvm c4 Veomm oC N a a H a d d d vw E"Y E > we "dutim OV FEEmd4Y M YP. T •l •1x •, 7Na UF[�vYi F'Yo Uy a Cn�i Ya �F ... ..5 O Om3 „ TCC .- H N .� uFG 4y'Hq H U .�tJ p✓. C V' .1.„Ma4HU 2 Ow N HD W'N F F 44F� L H Y Wa ON .n Uq .+a Cd Y..iW4 q mno S ry a0 RZ UI 4I p A'.{IT X .YYY 6N YqU U Y .a a ade moo W x LIO Y'4�H film V q 0.'L9 OEp XFaaV YY a. p,mmP [+..� vi ..� ,pYE w.i OV000 3 K„ z°Ioo"i�i�aa sF �xTonnxzymyma osz""�>>"Haoaou�o4i. �z°F �..e.+m zz dr m.,rvm QFz.,m weeeerm mnmwo Lockwood, Andrews N%Mo& Newnam, Inc. A LEO A DALY COMPANY Summary of Flow And Pressure Results For 6 Inch Connection between Rolling Rock Place and New 8 Inch Main B-036-11 8 inch line College Station Lab and Scada Fire Flow Model Flow from New Fire Hydrant Summary Results Pressure at new Junction 6 Lab and pressure, SCADA PH, psig psig Flow, gpm 119.59 119.59 0 115.13 112.35 500 111.26 106.09 700 108.93 102.3 800 106.32 98.09 900 103.46 93.45 1000 100.35 88.4 1100 96.98 82.95 1200 93.37 77.09 1300 89.51 70.84 1400 85.4 64.19 1500 L.\120-10954-000\40 Production\4-06-Ref-Studies-Repons by_LAN\Fireflow\Final\Summary results flow from new FH.xlsx Lockwood, Andrews Emom & Newnam, Inc. alwa A LEO A DALY COMPANY EPANET Report — Flow to Lab and SCADA Building 6 Inch Connection between Rolling Rock Place and New 8 Inch Main B-036-11 Page 1 2/16/2011 1:19:28 PM ********************************************************************** * E P A N E T * Hydraulic and Water Quality * Analysis for Pipe Networks * Version 2.0 ********************************************************************** Input File: fire flow to lab.net College Station - Fire Flow to New Lab/SCADA Building Link - Node Table: Link Start End ID Node Node ------------------------------------------------ 1 I-049 I-063 2 I-063 4 3 4 6 4 6 NewFH 6 4 I-065 7 4 I-064 8 I-063 I-064 12 I-064 7 13 3 I-049 14 I-065 8 5 2 1 9 1 I-049 10 1 I-065 Node Results: Node ID ------------- I-049 I-063 I-064 4 I-065 6 NewFH 7 8 1 2 3 ---------------- Length Diameter ft in 180 6.09 350 6.09 150 6.09 1135 8.28 60 6.09 570 6.09 600 6.09 1 12 850 8.28 1 12 1200 8.28 300 8.28 1000 6.09 -------------------------------------------------------- Demand Head Pressure Quality GPM -------------------------------------------------------- ft psi 0.00 255.89 110.88 0.00 0.00 240.27 104.11 0.00 0.00 233.14 101.02 0.00 0.00 226.38 98.09 0.00 0.00 228.11 98.84 0.00 0.00 197.10 85.40 0.00 1500.00 148.14 64.19 0.00 0.00 233.14 101.02 0.00 0.00 228.11 98.84 0.00 0.00 256.19 111.01 0.00 -677.70 276.00 119.59 0.00 Tank -822.30 276.00 119.59 0.00 Tank Page 2 College Station - Fire Flow to New Lab/SCADA Building Link Results Link Flow ID GPM -------------------------- 1 970.14 2 637.48 3 1500.00 4 1500.00 6 -529.86 7 -332.66 8 332.66 12 0.00 13 822.30 14 0.00 5 677.70 9 147.83 10 529.86 ------------------------------- VelocityUnit Headloss Status fps ft/Kft 10.69 86.83 Open 7.02 39.69 Open 16.52 195.17 Open 8.94 43.14 Open 5.84 28.83 Open 3.66 11.87 Open 3.66 11.87 Open 0.00 0.00 Open 4.90 23.65 Open 0.00 0.00 Open 4.04 16.51 Open 0.88 0.99 Open 5.84 28.09 Open LanLockwood,Andrews & Newnam, Inc. A Lf0 A DALY (OMPANY Summary of Flow and Pressure Results for 8 Inch Connection between Rolling Rock Place and New 8 Inch Main B-036-it full 8 inch line College Station Lab and Scada Fire Flow Model Flow from New Fire Hydrant Summary Results Pressure at new Junction 6 Lab and pressure, SCADA FH, prig psig Flow, gpm 119.59 119.59 0 116.41 113.64 500 111.99 105.37 700 110.14 101.9 800 110.14 101.9 900 108.1 98.09 1000 105.88 93.94 1100 103.49 89.45 1200 100.91 84.64 1300 98.16 79.49 1400 95.24 74.03 1500 L\I10-S0954-000\4-0-Production\4-06-Ref-Studies-Reports_by_LAN\Fireflow\Final\Summ.N results flow from new FH.xlsx Lockwood, Andrews lull & Newnam, Inc. MORE A LEO A DALY (OMPANY EPANET Report — Flow to Lab and SCADA Building 8 Inch Connection between Rolling Rock Place and New 8 Inch Main B-036-11 Page 1 2/17/2011 7:35:40 AM * E P A N E T * Hydraulic and Water Quality * Analysis for Pipe Networks * Version 2.0 ********************************************************************** Input File: fire flow to lab.net College Station - Fire Flow to New Lab/SCADA Building Link - Node Table Link Start End Length Diameter ID Node Node ft in ---------------------------------------------------------------------- 1 I-049 I-063 180 6.09 2 I-063 4 350 6.09 3 4 6 150 8.28 4 6 NewFH 1135 8.28 6 4 I-065 60 6.09 7 4 I-064 570 6.09 8 I-063 I-064 600 6.09 12 I-064 7 1 12 13 3 I-049 850 8.28 14 I-065 8 1 12 5 2 1 1200 8.28 9 1 I-049 300 8.28 10 1 I-065 1000 6.09 Node Results: ---------------------------------------------------------------------- Node Demand Head Pressure Quality ID GPM It psi ---------------------------------------------------------------------- I-049 0.00 255.89 110.88 0.00 I-063 0.00 240.27 104.11 0.00 I-064 0.00 233.14 101.02 0.00 4 0.00 226.38 98.09 0.00 I-065 0.00 228.11 98.84 0.00 6 0.00 219.79 95.24 0.00 NewFH 1500.00 170.83 74.02 0.00 7 0.00 233.14 101.02 0.00 8 0.00 228.11 98.84 0.00 1 0.00 256.19 111.01 0.00 2 -677.70 276.00 119.59 0.00 Tank 3 -822.30 276.00 119.59 0.00 Tank Page 2 College Station - Fire Flow to New Lab/SCADA Building Link Results: Link Flow VelocityUnit Headless ID GPM fps ft/Kft ------------------------------------------------- 1 970.14 10.69 86.83 2 637.48 7.02 39.69 3 1500.00 8.94 43.88 4 1500.00 8.94 43.14 6 -529.86 5.84 28.83 7 -332.66 3.66 11.87 8 332.66 3.66 11.87 12 0.00 0.00 0.00 13 822.30 4.90 23.65 14 0.00 0.00 0.00 5 677.70 4.04 16.51 9 147.83 0.88 0.99 10 529.86 5.84 28.09 ----------------- Status Open Open Open Open Open Open Open Open Open Open Open Open Open Lockwood, Andrews & Newnam, Inc. A LEO A DALY COMPANY EPANET Input for Fire Flow Test at 1-064 B-036-11 N 7 Y C C C C C C C C C F C C C ro v v v v v v v v v v v v v woo00000000000 N W N O H a H U O �-V Cmm W mmm m W m O .1000 00 O 00 N . O a N O C N N O O N H o o C Ooo C >00 bl .{ O O O •-1 •-1 r1 N N N N N 1° '-I III 1I1 ri �i r-IN Q.'NHHri �-1H'iN W N W mN N Y Y W 4 FI m N N Y Y W N mmWWmmm m mmm v I�p O O N N O O O N N N O p� 'BOO .N •N •N 'N p lO vl qlo iom W to to W.-a W Hmmio H N tl v Y v C v Y N a Y bl Ifl O O E N %WW C000m o0 0 00o N Nrr N W Ifl illNOrO IN NOO N '�-1 �NN a•-1MHHlD ✓1 t0N W NNMN W q � H O O N Y N � U C w Sa � W N Y a Y C a a ro .+rr e, a F.NN C •(J NM m mIfl N N ,y WCw WW �c coo N N .tiOo 3000 0 0o V° O I N I I I I 11 O o (Ij � •(• H C lD •F'. H H H r H W N H H .Z .7i O u C N N N o Y Y Y U o Y Nm� Y m v In m Crr ro � A g000000�-l000 a HNN a N a a v z c o ° Y Y p ro HmM Ma' In H H C S p ro > v c to io �o �o m m ro O v ro v b o o 0 0 0 O O I O 0 N w W O O O O ..... O .T. W O O Z H H G' ID C C H H M H N •-I •-1 z �i ❑ v N w C O N Y ro Y W N 4 0 r. N H J .. N ❑ w CS E m M m Ill tG !yi I/1 UI UI W .. z Y av U W w w x w a > m o H. zp om� 00 H q N M C O p q rtq r2 W '� H.i E O q H I I 1 I N H H H C H l9 2 r W N W q fL H 2 P E H N M LL H N N M C lO r m N .-i rl ill m N W H 'J H H p h A C W ti N � U ro v i p o r O U o, a N W H C Ul .i N N \ N N U ro N C F O \ N N N Y W C H H N N H U W Y O 00 w .�ro r.xNNNw rii u� WaU wC f. z 27N!-0S bow Ow [4 m O N N T) W E W H H ti ti'N C t9 a W W a N w l7 m c v E J� H U E H 0 9Q o w O 5 z� f N S 7 D O 00 W T W N ro N N� O H ro (nH aH UH U fG moon W h Oz mz W F i 00 U' i W EE a v � a o� 00�I10000NW OY W rl 000000o z � C o�n C o •• •• •• •• •• •• •• N O O O . w OO O ONONONON •j� z zO U'j•'NNPO UNNO "j..NO a w H Y as T vY HmvsYi .Ex N as >. U Y T W N.UI U C G H T N C z O 4J N N N N H 'O W Y N N O N .i H O i-1 H rl N C Y u v ro aY- aY-I a w ro m a ro rn U G ro N ?_H 0 E !]x olw G4 (G f4 W m W W m W Opxm>E.10 W❑ OIOE •pN r�nPom�omoNNN p r Hr InNO OO. Ir OJ lr rlH m O .. O. p pPPmOI tOPPP�PPP po UMNMMN W W O�-IMMM UM I N�-IMF-INCCMNNNN I M N N M C�n Ip W W P�fI N �-1N N r 'p M,-'.-I .imHN omen •O �n H 61 m N W �n W W r O N W P H O O rio H�o mlOP mmP Om U M N O N N N M N OI N lO M U P I .iNO'-Ire-IMNNr MN I N }•PPN PIOCNN W W W W '�(' P w z w H U a pPIO W io w Fx 00 l N W •i HHP Hl0 zrmNNM •j a P N O O 1OMON Z m a o m M H N G' rl N N O O m ioMrrn C o N W 01 O O U rrr �nm C o O W N C l0 O W W N Ol r lO M O N O N N N N N O 'j. O m z ao tl O H W N H Q z(a] W U Uk"'HOW q cccrm —., Em5wo w LanLockwood,Andrews & Newnam, Inc. A LEO A DALY COMPANY Fire Flow Test Data at 1-064 6-036-11 allege Station Utilities Reliable, Affordable, Community Owned Date Monday February 14, 2011 Time 10:20 A.M. Test completed by Carlos Munoz Witness Justin Tamplin Location 8408 Turtle Rock Nozzle size 2.5 Flow hydrant 1-064 Pitot reading 80 G.P.M. 1500 Static hydrant 1-063 and 1-049 Static PSI 115/120 Residual PSI 105/112 Comments Requested Flow Lockwood, Andrews & Newnam, Inc. Infa A LEO A ❑ALY COMPANY EPANET System Schematic for Fire Flow Test Data at 1-064 B-036-11 N O N O N O O � r 0 L1. O O O O N LU LU Z 4 W Lockwood, Andrews mUE & Newnam, Inc. A LEO A DALY COMPANY EPANET Report — Fire Flow Test at 1-064 6-036G 1 Page 1 2/15/2011 3:43:50 PM ********************************************************************** * E P A N E T * Hydraulic and Water Quality * Analysis for Pipe Networks * Version 2.0 ********************************************************************** Input File: fire flow to lab.net College Station - Fire Flow to New Lab/SCADA Building Link - Node Table: Link Start End Length Diameter ID Node Node ft in ---------------------------------------------------------------------- 1 I-049 I-063 180 6.09 2 I-063 4 350 6.09 3 4 6 150 6.09 4 6 NewFH 1135 6.09 6 4 I-065 60 6.09 7 4 I-064 570 6.09 8 I-063 I-064 600 6.09 12 I-064 7 1 12 13 3 I-049 850 8.28 14 I-065 8 1 12 5 2 1 1200 8.28 9 1 I-049 300 8.28 10 1 I-065 1000 6.09 Node Results: Node Demand Head Pressure ID GPM ft psi ----------------------------------------------- I-049 0.00 255.74 110.81 I-063 0.00 237.62 102.96 1-064 0.00 204.67 88.68 4 0.00 234.39 101.56 I-065 0.00 235.67 102.12 6 0.00 234.39 101.56 NewFH 0.00 234.39 101.56 7 1500.00 204.67 88.68 8 0.00 235.67 102.12 1 0.00 256.38 111.09 2 -674.20 276.00 119.59 3 -825.80 276.00 119.59 Quality 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Tank 0.00 Tank Page 2 College Station - Fire Flow to New Lab/SCADA Building Link Results: ------------------------------------------------- Link Flow VelocityUnit Headloss ID GPM fps ft/Kft ------------------------------------------------- 1 1050.50 11.57 100.63 2 289.98 3.19 9.22 3 0.00 0.00 0.00 4 0.00 0.00 0.00 6 -449.50 4.95 21.25 7 739.48 8.14 52.14 8 760.52 8.38 54.92 12 1500.00 4.26 7.06 13 825.80 4.92 23.84 14 0.00 0.00 0.00 5 674.20 4.02 16.35 9 224.70 1.34 2.14 10 449.50 4.95 20.71 Status Open Open Open Closed Open Open Open Open Open Open Open Open Open Lockwood,Andrews & Newnam, Inc. A LE0 A DALY COMPANY Fire Flow Test Data at 1-065 B-036-0t Date Time Gollegn Station Utilities Reliable, Affordable, Community Owned Monday February 14, 2011 Test completed by Justin Tamplin Witness Carlos Munoz Location 2110 Sprina Creek Nozzle size 2.5 Flow hydrant 1-065 Pitot reading 70 G.P.M. 1405 Static hydrant 1-063 and 1-049 Static PSI 1151120 Residual PSI 105/112 Comments Requested Flow Lockwood, Andrews mon & Newnam, Inc. A LEO A OALY COMPANY EPANET System Schematic for Fire Flow Test Data at 1-065 B-036-11 l J i' N � O W � O o N O O 6 0 � � 3 0 [-i O 0 Lo N O uoi O 6 n O 0 � U` l0 a 1 m Lockwood,Andrews & Newnam, Inc. q LED A DALY COMPANY EPANET Report — Fire Flow Test at 1-065 B-036-11 Page 1 2/15/2011 3:46:35 PM * E P A N E T * Hydraulic and Water Quality * Analysis for Pipe Networks * Version 2.0 ********************************************************************** Input File: fire flow to lab.net College Station - Fire Flow to New Lab/SCADA Building Link - Node Table: Link Start End Length Diameter ID Node Node ft in ---------------------------------------------------------------------- 1 I-049 I-063 180 6.09 2 I-063 4 350 6.09 3 4 6 150 6.09 4 6 NewFH 1135 6.09 6 4 I-065 60 6.09 7 4 I-064 570 6.09 8 I-063 I-064 600 6.09 12 I-064 7 1 12 13 3 I-049 850 8.28 14 I-065 8 1 12 5 2 1 1200 8.28 9 1 I-049 300 8.28 10 1 1-065 1000 6.09 Node Results: Node Demand Head Pressure Quality ID ---------------------------------------------------------------------- GPM ft psi I-049 0.00 258.24 111.90 0.00 I-063 0.00 245.47 106.36 0.00 I-064 0.00 239.65 103.84 0.00 4 0.00 234.13 101.45 0.00 I-065 0.00 229.78 99.57 0.00 6 0.00 234.13 101.45 0.00 NewFH 0.00 234.13 101.45 0.00 7 0.00 239.65 103.84 0.00 8 1405.00 229.78 99.56 0.00 1 0.00 258.39 111.96 0.00 2 -636.01 276.00 119.59 0.00 Tank 3 -768.99 276.00 119.59 0.00 Tank Page 2 College Station - Fire Flow to New Lab/SCADA Building Link Results ------------ Link ID 1 2 3 4 6 7 - 8 12 13 14 5 9 10 Flow Velocity0nit Headloss Status GPM 1405.00 fps ft/Kft 869.88 9.58 70.94 Open 571.60 6.30 32.42 Open 0.00 0.00 0.00 Open 0.00 0.00 0.00 Closed 869.88 9.58 72.36 Open 298.28 3.29 9.70 Open 298.28 3.29 9.70 Open 0.00 0.00 0.00 Open 768.99 4.58 20.89 Open 3.99 6.26 Open 636.01 3.79 14.68 Open 100.89 0.60 0.49 Open 535.12 5.89 28.60 Open � ed �` vN " �.$S o o0000 o O 0C o 0 0q 0 00 0 0 00 o 0 0 0 aSS3S�� 0 o go 0 g o OSS�r+ op S� •' t`o o �S000000000RS�B 0 0 0 0 0 o Soo 0 0 0 000 0 0 0 00 0 0 00o 0 o e I I'.000C . y� rn o o m N In o m m epry ry M jd p p Ili �� e o l I`� www w wwwww ww w wwwwwwwj�ypww w w wwww w»w w w wwj, t M O O � L� O N O✓ rl O I(Z o �i Itt h O 112 ��4 F�'<;w u3wwwwwwwwww www wwww„•wwwwwwww wwwwww w O O p S y e, n t iv 5 ` 1Q,Mp, fe d b M a; v Zi g. � y d m 3 F N° O p v U C ap O 0A O U U '° A U c'Fi C 00 N p Cn _ F � .++ C� b Q �' � m � .n o� V m 'F o i t°� 6 Cy Chi V3i � 'a � D N � f�i dH z � U � l3 � �' .0 N � o µl � G avww aro°ri I[1 3 V°vM 5z� °'� ro > •�, C r�� s.C„+ �w ° dw '� .° ,-S n3� ,%. ° p •° a ro x � o V o U .pL b Pi 'A p M Fo U T x. u v $ F 6D rn ,' Ul `,' of16 .°.. 4 d ,y �' k r o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - „ W F �' M Ery9� fA m 4m1 m N (!1 N Upp3 di M M (fl VMM) fA W N N M M 43 fcAry f9 N E9 t9 fA fA fA E9 �_ f(A�n yK O S O O O In O Uryry O �i �9 N3 Hp3 U3 Ua � W fA H f9 43 V3 W H W N3 N3 K Hi Ha t9 W U3 M W :A i» to M EA Ui oUp3 eHDi In �'i UWi tl UWi ..l � N N VWi W W UWi �i VWi N N a UWi � Gi W � W N � .-t � UWi N cn tlt V h 13 Mk j 4 S` ED '- a� Q0 a w Q c 5 0 0 m C O u' 7 Ci W m bb C 0 0 oD ,� O 'g t ro m 0u bD .�, n N m 'W N �D (� W O� o. 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