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Carter Addn 3-CS110208 (2)Page 1 of 1 George Marshall - Carter Addition Water Analysis From: "Casey Ross" <cross daa- civil com> To: <toates(�'.&i.coppell.tx.us> Date: 2/8/2011 12:49 PM Subject: Carter Addition Water Analysis CC: <gmarshall(�'.&oppelltx.gov >, <MDIAMOND(�'.&oppelltx.gov> Attachments: 07111 C- Revised Water Analysis Report- 2011- 02- 08.pdf Tim, Attached is our water analysis for the proposed Carter Addition Phase III. Please review and let me know if you have any questions. I will send a hard copy to your attention this afternoon. Thanks for your assistance. Casey Ross, P.E., CFM Dowdey, Anderson & Assoc. 5225 Village Creek Drive, Suite 200 Plano, TX 75093 972 - 931 -0694 (0) 469 -576 -1039 (C) 972 - 931 -9538 (F) file: HC: \Documents and Settings \radloo \Local Settings\ Temp \XPgrpwise \4D 513BD6City_... 2/11/2011 ft : 08i1NA , ON SSOCIATES DEYANDERS , INC. CIVIL ENGINEERS 5225 Village Creek Drive Suite 100 Plano, Texas 15093 912. 931.0694 972.931.9538 fax "(1LL February 08, 2011 CITY OF COPPELL Mr. George Marshall, P.E. PLANNING & ZONING DEPARTMEN City of Coppell Engineering 255 Parkway Blvd. Coppell, Texas 75019 RE: Carter Addition Revised Water Pressure and Flow Analysis Dear Mr. Marshall: At the request of the Fire Marshal we have revised our analysis of the water distribution system adjacent to the location of the proposed Carter Addition. This analysis was done in order to confirm that the existing water distribution system in the area will be sufficient to provide combined fire and domestic flows at sufficient pressures. The attached exhibit shows the locations of the fire hydrants that were tested by the Coppell Fire Department. The pressure plane overflow elevation and map of the city's existing water distribution pipes was taken from the attached City of Coppell Water System Map that was included in the city's impact fee analysis. According to the attached letter from Assistant Fire Marshal David Malone the existing fire hydrants near the proposed Carter Addition are capable of providing the minimum residential fire flow of 1,000gpm required by the ISO for houses that are between 11 and 30 feet apart. (Note: All of the homes in the Carter Addition will be greater than 11' apart.) The results from the attached Fire Marshal's letter are as follows: @psi @Psi @psi Hydrant Date Static Residual Pitot GPM 20 10 0 Pub 209.8 5 -23 -10 83 75 50 1186 3615 3914 4195 (443 Carter Dr, Coppell, Tx) Pub 210.15 4-8 -09 76 75 56 1256 3855 4246 4609 (601 Christi Cir. @ S. Moore, Coppell, Tx) Coefficient = .90 2.5 diameter opening. According to these results the static, residual and pitot pressures are all well above the minimum TCEQ pressure of 35 psi. It should be noted that the "pitot" pressure is the pressure at the hydrant while it is open and flowing and is not required to be above 35 psi. The pressure in the R:\ Data \2007\0711 1 \00\ Correspondence\ Letters \07111 C- Ltr- Coppell- Marshall- 2011 -02 -08-W ater Pressure.doc WkOWDEY, ANDERSON £~ ,,,;:, & ASSOCIATES, INC. CIVIL ENGINEERS p Ev ‘4, 5225 Village Creek Drive „ 0' ° C 1 1 Suite 200 n v Plano, Texas 75093 � CITY OF COPPELL 972.931.0694 912.931.9538 fax PLANNING &ZONING DEPARTMEN distribution pipes are required to be above 35 psi under domestic flow conditi but under fire flow conditions the pressures in the pipes are allowed to get down to a minimum of 20 psi. The Carter Addition will have 8" water lines and is located in a lower portion of Coppell's 672.5' pressure plane with ground elevations in the proposed subdivision between 470' and 490'. Since the Carter Addition 8" water lines will be at lower elevations than the two tested fire hydrants, as can be seen in the attached exhibit, it follows then that under domestic flow conditions the water pressures in the proposed development will be slightly higher than the static pressures shown in the fire department's hydrant test results. (Note: A drop in elevation of 2.31' corresponds to an increase in static water pressure of 1 psi) Given that the test pressures of the existing hydrants stayed well above the TCEQ minimum's under combined fire and domestic flow conditions there will be no problem with the existing water distribution system providing the same for a development at a lower elevation. Below are the hydraulic calculations to confirm this assumption in order to ensure that the required fire flows will always be available in the proposed development. A fire flow hydraulic calculation consists of many iterations between the Hazen - Williams and orifice equations. In order to stream line this process a water model was built in EPANET. This program is public domain software distributed by the U.S. EPA. This software can be downloaded here: http: / /www.epa.gov /nrmrl /wswrd /dw /epanet.html. See the attached exhibit that shows the water model layout. The orifice equation in EPANET is modeled by an emitter equation. This equation is used to model anything in a water system where the flow is dependent on the pressure available at a certain location in the pipe distribution network. So fire hydrants and leaks in pipes are modeled with the following emitter equation. q= C p r The geometry of the orifice opening is represented by an "emitter coefficient" ( "C" in the above equation) that can be calculated from the standard orifice equation below. Q = C 2 Where Cd is the orifice coefficient for the nozzle opening. The fire department uses 0.9 for this orifice coefficient, so that is what was used in these hydraulic calculations. The emitter coefficient "C" can be solved for by setting the above two equations equal to each other and rearranging as follows: C = CdA�) �r1 R: \Data \2007\07111 \00\ Correspondence\ Letters \07111 C- Ltr -Coppell- MarshaH-2011 -02-0&Water Pressure.doc DO&WDEYASS ANDERSON IN C. REVISED CIVIL ENGINEERS 5225 Village Creek Drive Suite 200 Plano, Texas 75093 • 9I29310694 CITY OF COPPELL 972.931.9538 Fax PLANNING & ZONING DEPARTMENT Where H =1' and p =0.433 because one foot of water head pressure is equal to 0.433 psi. The emitter coefficient "C" then has a unit of gpm /pst The emitter coefficient "C" for the 4" nozzle of the fire hydrant is then 429 gpm /psi / This was the value used in the EPANET emitter equation to model fire flow through the 4" hydrant nozzle. The Hazen - Williams equation used to calculate pressure Toss along a pipe is shown below: 4.52Q Las P = c1.85D4.87 Where p is in psi /ft, Q is in gpm, C is the pipe roughness coefficient and D is the interior pipe diameter in inches. Since the "C" is in the denominator in the above equation the higher the roughness coefficient is the Tess friction there will be in the pipe. The existing 6" water line in Carter Dr. was assigned a roughness coefficient of 120 and the proposed 8" water lines in the Carter Addition Development were assigned a roughness coefficient of 130. The fire hydrants were modeled using a technique commonly called "hydrant lifting" which involves raising the elevation of the hydrant by an amount equivalent to the minimum head pressure required in the distribution pipes during fire flow. Since the TCEQ minimum pipe pressure during fire flow is 20 psi the elevations of the fire hydrants were raised by 46.2 feet. (1 psi =2.31' of head pressure) This is done in order to test whether or not a hydrant can deliver the needed fire flow while still maintaining a minimum of 20 psi in the distribution pipe. Therefore the pressures shown in the attached EPANET reports for the hydrant nodes are the pitot pressures. All other pressures shown in the attached reports are static pressures. The existing 6" pipe in Carter Dr. is the water source and was modeled by two "reservoirs" on either end of the existing pipe with static pressures assigned to them. Each fire hydrant was modeled under a maximum flow and minimum flow scenario. The maximum fire flow available at any particular hydrant corresponds to a maximum possible pressure in the existing 6" Carter line of 83 psi, and the minimum fire flow available at any particular hydrant corresponds to a minimum possible pressure in the Carter line of 40 psi. The maximum pressure possible in the existing Carter line was assumed to be 83 psi because the highest static pressure shown in the fire department's hydrant flow test was 83 psi at the hydrant just north of the proposed development on Carter Dr. This proves that the Coppell water distribution system is capable of delivering a static pressure of 83 psi in the existing Carter 6" line. The minimum possible pressure in the existing Carter 6" line was assumed to be 40 psi. This assumption was made based off of the ground elevations adjacent to the Carter addition as compared to the highest elevations in Coppell that must be served with water. The highest ground elevations in Coppell are around 520' and the city's water system is required per TCEQ to maintain a minimum of 35 psi at all points in the system. The elevation of the hydrant adjacent to the development that was tested by the city fire department has a ground elevation of approximately 493.6'. So if the system has to maintain 35 psi at a ground elevation of 520' at all times then the pressures in the R: \Data \2007\07111 \00 \Correspondence \Letters \07111 C- Ltr- Coppe8- Marshall - 2011 -02 -08-Water Pressure.doc Ilik DOWDEY, ANDERSON & ASSOCIATES, INC. CIVIL ENGINEERS V 1 5225 Village Creek Drive ' r d t- 2011 Suite 200 n(71/ l' " `. Plano, Texas 75093 ` CITY OF COPPELL 972.931.0694 972-931 fax PLANNING 8t. ZONING DEPART► ; city's system at lower elevations will necessarily be higher than 35 psi. Given the fact that 1 psi =2.31' of head pressure we can calculate the approximate minimum static pressure that is allowable at the hydrant tested by the fire department. 520' - 493.6' = 26.4' and 26.4'/2.31(ft/psi) = 11.43 psi This pressure is then added to 35 psi to calculate the minimum allowable pressure at the tested fire hydrant adjacent to the proposed Carter Addition Development. 35 + 11.43 = 46.43psi. However, in order to be conservative and to account for other minor pressure losses in the system a minimum pressure of 40 psi was assumed in the existing 6" Carter water line. Thus the maximum and minimum fire flows for each proposed hydrant in the new development were calculated using the respective maximum and minimum possible pressures in the source water line in Carter Dr. So for any given pressure in the Carter Dr. source water line the fire flows at one of the proposed hydrants will be somewhere in the max - min range shown in the table below. Hydrant Flow at Max Hydrant Flow at Min Max Pitot Min Pitot Source Point Source Point Fire Hydrant Location Pressure Pressure at Hydrant at Hydrant (4" Nozzle Results) (GPM) (GPM) (P51) (P51) Heritage Oak & Alley A 2746 1571 41 13 Heritage Oak at Mid Block 2719 1621 40 14 Heritage Oak & Legacy 2781 1733 42 16 Legacy at Mid Block 2870 1805 45 18 Legacy & Carter 2929 1783 47 17 These values are highlighted in the attached EPANET water model reports. Since the fire flows at the minimum allowable pressure in the existing Carter water line are all well above the minimum required fire flow of 1,000 gpm, this analysis confirms that the existing water infrastructure adjacent to the proposed Carter Addition Development is sufficient to provide the combined fire and domestic flows needed for the proposed subdivision without negatively affecting the surrounding existing water pressures and flows. Sin erely, J. Casey R 641 , .E. R:\ Data\ 2007\ 07111 \00\ Correspondence\ Letters \07111 C- Ur- Coppell- Marshall- 2011 -02 -08-Water Pressure.doc i� r Figure 3.3 City of Coppell Water System ' �` •. Improvements •,7 " _ i � with Impact Fees ` T t / / 4 �. ©ASw � � p' mart 5 � / i Jam i� r I r I..... yam •• 1 �.:..�::...._. -` .. .. -, - - `__- -,,.x \ ~ 1 �... r 5 a r T H E C 1 T Y O F C 01' F E " " L L Wednesday, January 12, 2011 Fire Hydrant Flow Test Results The following hydrant locations have been tested and the results were accurate at the date of test: *Psi @psi @psi H drant Date Static Residual Pitot GPM 20 10 0 Pub 209.8 5 -23 -10 83 75 50 1186 3615 3914 4195 (443 Carter Dr, Coppell, Tx) Pub 210.15 4 -8 -09 76 75 56 1256 3855 4246 4609 (601 Christi Cir. @ S. Moore, Coppell, Tx) Coefficient = .90 2.5 diameter opening. David Malone Assistant Fire Marshal Coppell Fire Department 500 Southwestern Blvd. Coppell, Texas 75019 255 PARKWAY * P•O.HOX 9476 * COPPELL TX 75019 * TEL 972/462 0022 * FAX 972/304 3673 CHAPTER 7 Other Considerations for Determining Needed Fire Flow (NFFi) • When the subject building or exposure buildings have a wood - shingle roof covering and ISO determines that the roof can contribute to spreading fires, ISO adds 500 gpm to the needed fire flow. • The maximum needed fire flow is 12,000 gpm. The minimum is 500 gpm. • ISO rounds the final calculation of needed fire flow to the nearest 250 gpm if less than 2,500 gpm and to the nearest 500 gpm if greater than 2,500 gpm. • For 1- and 2- family dwellings not exceeding 2 stories in height, ISO uses the following needed fire flows: DISTANCE BETWEEN BUILDINGS NEEDED FIRE FLOW More than 100' 500 gpm 31 -100' 750 gpm 11 -30' 1,000 gpm 10' or less 1,500 gpm • For other types of habitational buildings, the maximum needed fire flow is 3,500 gpm. EDITION 05 -2008 -24- COPYRIGHT © ISO PROPERTIES, INC., 2001, 2006, 2008 1 Page �07111C - at - Heritage oak &- Al -A -M X572011 6:52: PM r �t ����x��t ,t �,tt rt��nxxzx,r� t ttc���r t� *xrt ren arre �e re rc rt�r re rr xc tn:e re use xrr rr rer xxrrr rs re��a * E P A N E T Hydraulic and water Quality Analysis for Pipe Networks " version 2.0 Input File: 07111C- Water.net Link - Node Table: Link Start velocityunit Headloss End ID Length Diameter ID Node ------------------------------------------------------- Cart- Pipe -1 Node 15.78 ft in ---------------------------------------------------------------------- Cart- Pipe -1 6 "wat- Source -N 6 open 76 6 Cart - Pipe -2 6 open 7 874.34 315 6 Lgcy- Pipe -3 7 874.34 8 14.24 47.33 8 Lgcy - Pipe -2 8 15.36 9 Herit- Pipe -2 312 8 Lgcy - Pipe -1 9 Herit- Pipe -1 10 11.95 446 8 Herit- Pipe -3 10 31.17 11 Open 389 8 Herit- Pipe -2 11 Open 12 0.00 436 8 Herit- Pipe -1 12 0.00 6 0.00 220 8 FH- Stub -1 12 0.00 FH- Herit&Aly - A 5 6 FH Stub - 2 11 FH Herit Md - blk 5 6 FH Stub - 3 10 FH Herit - & - 5 6 FH- stub -4 9 FH- Lgcy- Md -Blk 5 6 FH- Stub -5 8 FH- Lgcy -& -Cart 5 6 Cart - Pipe -3 6 "wat- Source -S 7 36 6 Node Results: ---- - - - - -- Node -------------------------------------------------- Demand Head Pressure Quality ID GPM ft psi -- ----------------------------------------------------- 6 0.00 664.79 75.39 - - - 0.00 - - -- 7 0.00 671.80 82.50 0.00 8 0.00 671.12 82.60 0.00 9 0.00 666.68 83.83 0.00 10 0.00 660.33 80.35 0.00 11 0.00 00 654.35 647.08 74.12 0.00 � . - / FH- Herit &Alv -A 2 746.5 631.09 40 >99 0.00 FH -He a t- Md -blk 0.00 654.35 0.00 FH- Herit -& -L ggcy 0.00 660.33 60.33 0.00 FH- Lgcy- Md -Blk 0.00 666.68 63.82 0.00 FH- Lgcy -& -cart 0.00 671.12 62.58 0.00 6 "wat- Source -N - 1390.42 685.33 0.00 0.00 Reservoir 6 "Wat- Source -s - 1356.12 685.33 0.00 0.00 Reservoir Page 2 Link Results: Link Flow velocityunit Headloss Status ID GPM fps ft /Kft ------------------------------------------------------- Cart- Pipe -1 1390.42 15.78 270.26 -- - - - - - -- Open Cart - Pipe -2 - 481.78 5.47 22.25 open Lgcy - Pipe -3 874.34 5.58 14.24 open Lgcy- Pipe -2 874.34 5.58 14.24 Open Lgcy - Pipe -1 874.34 5.58 14.24 Open Herit- Pipe -3 874.34 5.58 15.36 open Herit- Pipe -2 874.34 5.58 16.68 Open Herit- Pipe -1 - 1872.19 11.95 80.52 Open FH- Stub -1 2746.54 31.17 3196.23 Open FH- Stub -2 0.00 0.00 0.00 Open FH- Stub -3 0.00 0.00 0.00 open FH- Stub -4 0.00 0.00 0.00 Open FH- Stub -5 0.00 0.00 0.00 Open Cart - Pipe -3 1356.12 15.39 375.90 open Page 1 0 7111C - FH- at- HeriULq Oak 2R= llP A -MIN' Page 1 2/5/2011 6:51:32 PM ,t�t,t,t * *� *r trrt���trt��rc,t,rrcxrex�tre,r�r ,r,rr:x rrrxre,rrertrc rre�� txx�e r�erers r<,r��rr srxr xrrx��� * E P A N E T Hydraulic and Water Quality * Analysis for Pipe Networks ' version 2.0 Input File: 071110- Water.net Link - Node Table: Link Start End Status Length Diameter ID Node Node 796.26 ft in ---------------------------------------------------------------------- Cart- Pipe -1 6 "Wat- Source -N 6 7.95 76 6 Cart-Pipe-2 6 5.03 7 Lgcy- Pipe -2 315 6 Lgcy- Pipe -3 7 Lgcy- Pipe -1 8 3.18 47.33 8 Lgcy - Pipe -2 8 3.18 9 Open 312 8 Lgcy- Pipe -1 9 open 10 - 1072.74 446 8 Herit- Pipe -3 10 1571.01 11 1059.33 389 8 Herit- Pipe -2 11 0.00 12 FH- Stub -3 436 8 Herit- Pipe -1 12 FH- Stub -4 6 0.00 220 8 FH- Stub -1 12 0.00 FH- Herit&Aly -A 5 6 FH- Stub -2 11 126.95 FH- Herit- Md -blk 5 6 FH- Stub -3 10 FH- Herit- & -LgCy 5 6 FH- stub -4 9 FH- Lgcy- Md -Blk 5 6 FH- stub -5 8 FH- Lgcy -& -cart 5 6 Cart - Pipe -3 6 "Wat- Source -S 7 36 6 Node Results: - - -- - -- Node -------------------------------------------------------- Demand Head Pressure Quality ID GPM ft psi ---------------------------------------------------------------------- 6 0.00 578.92 38.18 0.00 7 0.00 581.43 43.34 0.00 8 0.00 581.19 43.63 0.00 9 0.00 579.62 46.11 0.00 10 0.00 577.38 44.40 0.00 11 0.00 575.28 39.86 0.0� 0 572.75 FH - rit 1 71.0 - 567.45 3.4 0.00 - Herit Md -blk' 575.28 . 4 0.00 FH- Herit -& -Lgcy 0.00 577.38 24.39 0.00 FH- Lgcy- Md -Blk 0.00 579.62 26.09 0.00 FH- Lgcy -& -cart 0.00 581.19 23.61 0.00 6 "Wat- Source -N - 796.26 586.00 0.00 0.00 Reservoir 6 "wat- Source -S - 774.75 586.00 0.00 0.00 Reservoir Page 2 Link Results: Link Flow velocityunit Headloss Status ID GPM fps ft /Kft ---------------------------------------------------------------------- Cart- Pipe -1 796.26 9.04 93.10 Open Cart - Pipe -2 - 276.48 3.14 7.95 open Lgcy - Pipe -3 498.27 3.18 5.03 Open Lgcy- Pipe -2 498.27 3.18 5.03 Open Lgcy- Pipe -1 498.27 3.18 5.03 Open Herit- Pipe -3 498.27 3.18 5.39 Open Herit - Pipe -2 498.27 3.18 5.82 open Herit- Pipe -1 - 1072.74 6.85 28.08 open FH- Stub -1 1571.01 17.83 1059.33 Open FH- stub -2 0.00 0.00 0.00 open FH- Stub -3 0.00 0.00 0.00 open FH- Stub -4 0.00 0.00 0.00 open FH- Stub -5 0.00 0.00 0.00 open Cart - Pipe -3 774.75 8.79 126.95 open Page 1 0 1110 FH - at- Heritage Mid - Block -MAX Page 1 Zj5 /2011 7.Z6T PM at��:r���:t �t �t x������- a��xt:r:xa���r it rc to x �r rr xrexrrrr �trt rt�t rrrt sr * *rrrt trrtxr ��xrc *rr�cxr nx� t * E P A N E T " * Hydraulic and Water Quality Analysis for Pipe Networks version 2.0 Input File: 07111C- Water.net Link - Node Table: Link Start End status Length Diameter ID Node Node ---------------------------------------------------------------------- Cart- Pipe -1 ft in ---------------------------------------------------------------------- Cart- Pipe -1 6 "Wat- Source -N 6 - 262.51 76 6 Cart - Pipe -2 6 1177.92 7 24.74 315 6 Lgcy- Pipe -3 7 24.74 8 Lgcy- Pipe -1 47.33 8 Lgcy- Pipe -2 8 Herit - Pipe -3 9 7.52 312 8 Lgcy- Pipe -1 9 9.83 10 Open 446 8 Herit- Pipe -3 10 Open 11 0.00 389 8 Herit- Pipe -2 11 2718.74 12 3132.57 436 8 Herit - Pipe -1 12 0.00 6 FH- stub -4 220 8 FH Stub - 1 12 FH- Stub -5 FH Herit&Aly - A 5 6 FH- stub -2 11 1440.43 FH- Merit- Md -blk 5 6 FH- Stub -3 10 FH- Herit - & -L 5 6 FH- stub -4 9 FH- Lgcy- Md -Blk 5 6 FH- Stub -5 8 FH- Lgcy -& -Cart 5 6 Cart - Pipe -3 6 "Wat- Source -S 7 36 6 Node Results: ------------------------------ Node Demand - - - - -- Head -- Pressure --------------- Quality -- ID ---------------------------------------------------------------------- GPM ft psi 6 0.00 667.84 76.71 0.00 7 0.00 670.12 81.77 0.00 8 0.00 668.95 81.65 0.00 9 0.00 661.23 81.47 0.00 10 0.00 650.20 75.96 0.00 11 12 0.00 0.00 637.85 658.89 66.97 73.05 0.00 0 Am°m"®` '•- F 658.89 .00 622.19 40:16 0.00 FH- Herit - & =L gcy 0:00 650.20 0.00 FH- Lgcy- Md -Blk 0.00 661.23 61.45 0.00 FH- Lgcy -& -Cart 0.00 668.95 61.64 0.00 6 "wat- Source -N - 1278.32 685.33 0.00 0.00 Reservoir 6 "wat- source -s - 1440.43 685.33 0.00 0.00 Reservoir Page 2 Link Results: Link Flow velocityunit Headloss status ID GPM fps ft /Kft ---------------------------------------------------------------------- Cart- Pipe -1 1278.32 14.51 230.11 Open Cart-Pipe-2 - 262.51 2.98 7.23 Open Lgcy - Pipe -3 1177.92 7.52 24.74 open Lgcy- Pipe -2 1177.92 7.52 24.74 Open Lgcy- Pipe -1 1177.91 7.52 24.74 Open Herit - Pipe -3 1177.91 7.52 31.73 open Herit- Pipe -2 - 1540.83 9.83 48.26 Open Herit- Pipe -1 - 1540.83 9.83 40.68 Open FH- Stub -1 0.00 0.00 0.00 open FH- Stub -2 2718.74 30.85 3132.57 Open FH- Stub -3 0.00 0.00 0.00 open FH- stub -4 0.00 0.00 0.00 open FH- Stub -5 0.00 0.00 0.00 open Cart - Pipe -3 1440.43 16.34 422.57 Open Page 1 7111 Pit- at- H er_itaae - mid -Block -MIN Page 1 2/5 D1 7:2 4 PM * E P A N E T Hydraulic and water Quality * Analysis for Pipe Networks version 2.0 Input File: 07111C- water.net Link - Node Table: Link Start End Length Diameter ID Node Node ft in ---------------------------------------------------------------------- Cart- Pipe -1 6 "wat- Source -N 6 76 6 Cart - Pipe -2 6 7 315 6 Lgcy- Pipe -3 7 8 47.33 8 Lgcy- Pipe -2 8 9 312 8 Lgcy - Pipe -1 9 10 446 8 Herit - Pipe -3 10 11 389 8 Herit - Pipe -2 11 12 436 8 Herit - Pipe -1 12 6 220 8 FH- stub -1 12 FH- Herit&Aly -A 5 6 FH- Stub -2 11 FH- Herit- Md -blk 5 6 FH- Stub -3 10 FH- Herit - & -LgCy 5 6 FH- Stub -4 9 FH- Lgcy- Md -Bik 5 6 FH- Stub -5 8 FH- Lgcy -& -cart 5 6 Cart - Pipe -3 6 "Wat- Source -S 7 36 6 Node Results: ---------------------------------------------------------------------- Node Demand Head Pressure Quality ID ---------------------------------------------------------------------- GPM ft psi ---------------------------------- Cart- Pipe -1 6 0.00 579.51 38.44 0.00 7 0.00 580.40 42.90 0.00 8 0.00 579.95 43.09 0.00 9 0.00 576.99 44.97 0.00 10 0.00 572.75 42.40 0.00 11 0.00 568.09 36.74 0.00 12 0.00 576.08 37.17 0.00 - 918.83 0 576.08 open FH- stub -1 H -Hen 0.00 562.46 14.28' 0.00 HHt - & Lc 4cy- ! Md"-B 7 k Y 00 572.75 Open 0.00 H- Lg 0.00 576.99 24.95 0.00 FH- Lgcy -& -Cart 0.00 579.95 23.07 0.00 6 "wat- Source -N - 760.87 586.00 0.00 0.00 Reservoir 6 "wat- Source -S - 860.31 586.00 0.00 0.00 Reservoir Page 2 Link Results: Link Flow velocityunit Headloss Status ID GPM fps ft /Kft ---------------------------------- Cart- Pipe -1 760.87 8.63 ---------------------------- 85.36 open Cart - Pipe -2 - 157.95 1.79 2.82 open Lgcy- Pipe -3 702.36 4.48 9.49 open Lgcy- Pipe -2 702.36 4.48 9.49 Open Lgcy- Pipe -1 702.36 4.48 9.49 Open Herit- Pipe -3 702.36 4.48 11.98 open Herit- Pipe -2 - 918.83 5.86 18.31 Open Herit - Pipe -1 - 918.83 5.86 15.62 open FH- stub -1 0.00 0.00 0.00 Open FH- Stub -2 1621.19 18.40 1127.23 Open FH- stub -3 0.00 0.00 0.00 open FH- Stub -4 0.00 0.00 0.00 Open FH- stub -5 0.00 0.00 0.00 open Cart - Pipe -3 860.31 9.76 155.52 open Page 1 071110 FH at- H rito e - &-Le gac MMA�c Page 1 1 7:2M * E P A N E T Hydraulic and water Quality Analysis for Pipe Networks * version 2.0 Input File: 071110- water.net Link - Node Table: Link Start End Status Length Diameter ID Node Node ---------------------------------------------------------------------- Cart- Pipe -1 ft in ---------------------------------------------------------------------- Cart- Pipe -1 6 "wat- source -N 6 -31.49 76 6 Cart - Pipe -2 6 1490.88 7 38.27 315 6 Lgcy- Pipe -3 7 38.27 8 Lgcy - Pipe -1 47.33 8 Lgcy- Pipe -2 8 Herit- Pipe -3 9 8.24 312 8 Lgcy- Pipe -1 9 8.24 10 open 446 8 Herit- Pipe -3 10 open it 0.00 389 8 Herit- Pipe -2 11 0.00 12 0.00 436 8 Herit- Pipe -1 12 3276.49 6 FH- Stub -4 220 8 FH- stub -1 12 FH- stub -5 FH- Herit&Aly -A 5 6 FH- Stub -2 11 1522.37 FH- Herit- Md -blk 5 6 FH- Stub -3 10 FH- Herit - & -L cy 5 6 FH- Stub -4 9 FH- Lgcy- Md -Blk 5 6 FH- Stub -5 8 FH- Lgcy -& -Cart 5 6 Cart - Pipe -3 6 "wat- Source -S 7 36 6 Node Results: ---------------------------------------------------------------------- Node Demand Head Pressure Quality ID GPM ft psi ---------------------------------------------------------------------- 6 0.00 668.35 76.93 0.00 7 0.00 668.39 81.02 0.00 8 0.00 666.58 80.63 0.00 9 0.00 654.64 78.62 0.00 10 0.00 634.48 69.15 0.00 11 0.00 649.14 71.86 0.00 12 FH- Herit &Aly -A 0.00 0.00 661.91 661.91 74.36 54.34 0.00 0.0� F - - Md -blk 649.14 0 FH =He - =L c 781.;19 618.10 42:03 0.00 - Lgcy -Md -B 654.64 0.00 FH- Lgcy -& -Cart 0.00 666.58 60.61 0.00 6 "Wat- Source -N - 1258.83 685.33 0.00 0.00 Reservoir 6 "wat- Source -S - 1522.37 685.33 0.00 0.00 Reservoir Page 2 Link Results: Link Flow velocityunit Headloss Status ID GPM fps ft /Kft ---------------------------------------------------------------------- Cart- Pipe -1 1258.83 14.28 223.45 Open Cart - Pipe -2 -31.49 0.36 0.14 open Lgcy - Pipe -3 1490.88 9.52 38.27 open Lgcy- Pipe -2 1490.88 9.52 38.27 Open Lgcy - Pipe -1 1490.88 9.52 45.21 open Herit- Pipe -3 - 1290.32 8.24 37.68 Open Herit- Pipe -2 - 1290.32 8.24 29.29 open Herit- Pipe -1 - 1290.32 8.24 29.29 open FH- Stub -1 0.00 0.00 0.00 Open FH- stub -2 0.00 0.00 0.00 Open FH- stub -3 2781.19 31.56 3276.49 Open FH- Stub -4 0.00 0.00 0.00 Open FH- stub -5 0.00 0.00 0.00 open Cart - Pipe -3 1522.37 17.27 470.48 open Page 1 071110 FH- at- Herita a &- Leaacv -MlN 1 Page 1 5 20 :28: PM it* * it *it lr* * E P A N E T * Hydraulic and water Quality * Analysis for Pipe Networks * version 2.0 *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Input File: 071110- water.net Link - Node Table: Link Start End Length Diameter ID Node Node ft in ---------------------------------------------------------------------- Cart- Pipe -1 6 "wat- source -N 6 76 6 Cart - Pipe -2 6 7 315 6 Lgcy- Pipe -3 7 8 47.33 8 Lgcy- Pipe -2 8 9 312 8 Lgcy- Pipe -1 9 10 446 8 Herit- Pipe -3 10 11 389 8 Herit- Pipe -2 11 12 436 8 Herit- Pipe -1 12 6 220 8 FH- Stub -1 12 FH- Herit&Aly -A 5 6 F14- Stub -2 11 FH- Herit- Md -blk 5 6 FH- Stub -3 10 FH- Herit -& -Lgcy 5 6 FH- Stub -4 9 FH- Lgcy- Md -Blk 5 6 FH- Stub -5 8 FH- Lgcy -& -Cart 5 6 Cart - Pipe -3 6 "wat- Source -S 7 36 6 Node Results Node Demand Head Pressure Quality ID GPM ft psi ---------------------------------------------------------------------- Cart- Pipe -1 ---------------------------------------------------------------------- 6 0.00 579.17 38.29 0.00 7 0.00 579.20 42.38 0.00 8 0.00 578.44 42.44 0.00 9 0.00 573.47 43.45 0.00 10 0.00 565.17 39.11 0.00 11 0.00 571.18 38.08 0.00 12 0.00 576.49 37.35 0.00 FH- Herit &Aly -A 0.00 576.49 17.33 0.00 F t d 0.00 571.18 Open FH- Stub -2 t- -7 0.00 558. 74 16.3 0.00 19.66 573.47 Open 0.00 FH- Lgcy -& -Cart 0.00 578.44 22.42 0.00 6 "wat- Source -N - 781.40 586.00 0.00 0.00 Reservoir 6 "wat- Source -S - 951.17 586.00 0.00 0.00 Reservoir Page 2 Link Results: Link Flow VelocityUnit Headloss Status ID GPM fps ft /Kft ---------------------------------------------------------------------- Cart- Pipe -1 781.40 8.87 89.81 Open Cart - Pipe -2 -22.41 0.25 0.08 Open Lgcy- Pipe -3 928.76 5.93 15.93 Open Lgcy- Pipe -2 928.76 5.93 15.93 open Lgcy - Pipe -1 928.76 5.93 18.62 open Herit - Pipe -3 - 803.81 5.13 15.45 open Herit- Pipe -2 - 803.81 5.13 12.19 open Herit- Pipe -1 - 803.81 5.13 12.19 open FH- Stub -1 0.00 0.00 0.00 Open FH- Stub -2 0.00 0.00 0.00 Open FH- Stub -3 1732.57 19.66 1285.41 Open FH- Stub -4 0.00 0.00 0.00 Open FH- Stub -5 0.00 0.00 0.00 Open Cart - Pipe -3 951.17 10.79 188.93 open Page 1 Page 1 07 111,- FH -at -Le - lock -MAx 2 5/2011 : PM E P A N E T Hydraulic and water Quality Analysis for Pipe Networks * version 2.0 Input File: 07111c- water.net Link - Node Table: Link Start End Status Length Diameter ID Node Node --------------------------------------------------------------- Cart- Pipe -1 ft in ---------------------------------------------------------------------- Cart- Pipe -1 6 "wat- Source -N 6 264.60 76 6 cart - Pipe -2 6 1883.57 7 59.01 315 6 Lgcy- Pipe -3 7 74.83 8 Lgcy - Pipe -1 47.33 8 Lgcy- Pipe -2 8 Herit- Pipe -3 9 6.29 312 8 Lgcy- Pipe -1 9 6.29 10 Open 446 8 Herit- Pipe -3 10 Open 11 0.00 389 8 Herit- Pipe -2 11 0.00 12 0.00 436 8 Herit- Pipe -1 12 0.00 6 FH- stub -4 220 8 FH- Stub -1 12 FH- Stub -5 FH- Herit&Aly -A 5 6 FH- Stub -2 11 18.37 FH- Herit- Md -blk 5 6 FH- Stub -3 10 FH- Herit - & -Lgcy 5 6 FH- Stub -4 9 FH- Lgcy- Md -Rik 5 6 FH- stub -5 8 FH- Lgcy -& -cart 5 6 Cart - Pipe -3 6 "wat- Source -S 7 36 6 Node Results: ---------------------------------------------------------------------- Node Demand Head Pressure Quality ID ---------------------------------------------------------------------- GPM ft psi 6 0.00 668.55 77.02 0.00 7 0.00 666.24 80.09 0.00 8 0.00 663.45 79.27 0.00 9 0.00 640.10 72.32 0.00 10 0.00 649.40 75.61 0.00 11 0.00 656.88 75.21 0.00 12 0.00 664.64 75.54 0.00 FH- Herit&Aly -A 0.00 664.64 55.52 0.00 FH Herit-md blk 0.00 656.88 55.19 0. - & -L c 649.40 .00 FH -Lgcy N1 2869.77 622.67 444#75) 0.00 Lgcy & -Cart 663.45 0.00 6 "wat- Source -N - 1250.81 685.33 0.00 0.00 Reservoir 6 wat- Source -s - 1618.96 685.33 0.00 0.00 Reservoir Page 2 Link Results: Link Flow velocityunit Headloss Status ID GPM fps ft /Kft --------------------------------------------------------------- Cart- Pipe -1 1250.81 14.19 220.73 Open Cart - Pipe -2 264.60 3.00 7.33 Open Lgcy- Pipe -3 1883.57 12.02 59.01 Open Lgcy - Pipe -2 1883.57 12.02 74.83 open Lgcy - Pipe -1 - 986.20 6.29 20.84 Open Herit- Pipe -3 - 986.20 6.29 19.23 open Herit- Pipe -2 - 986.20 6.29 17.80 Open Herit- Pipe -1 - 986.20 6.29 17.80 Open FH- Stub -1 0.00 0.00 0.00 Open FH- Stub -2 0.00 0.00 0.00 open FH- Stub -3 0.00 0.00 0.00 Open FH- stub -4 2869.77 32.56 3486.07 open FH- Stub -5 0.00 0.00 0.00 open Cart - Pipe -3 1618.96 18.37 530.15 open Page 1 07111C FH- at- Legacy- Mid -Block -MIN' Page 1 11 7 31:39 PM Page * E P A N E T * Hydraulic and water Quality * Analysis for Pipe Networks * version 2.0 Input File: 07111C- water.net Link - Node Table Link Start velocityunit Headloss End Length Diameter ID Node --- - - - - -- Node ft in ---------------------------------------------------------------------- Cart- Pipe -1 6 "wat- Source -N 6 76 6 Cart - Pipe -2 6 1186.54 7 315 6 Lgcy- Pipe -3 7 7.57 8 47.33 8 Lgcy- Pipe -2 8 8.69 9 312 8 Lgcy - Pipe -1 9 open 10 446 8 Herit- Pipe -3 10 Herit - Pipe -1 11 389 8 Herit- Pipe -2 11 0.00 12 436 8 Herit- Pipe -1 12 0.00 6 220 8 FH- Stub -1 12 0.00 FH- Herit&Aly -A 5 6 FH- Stub -2 11 Open FH- Herit- Md -blk 5 6 FH- Stub -3 10 Cart - Pipe -3 FH- Herit - & -L cy 5 6 FH- Stub -4 9 FH- Lgcy- Md -Blk 5 6 FH- Stub -5 8 FH- Lgcy -& -Cart 5 6 Cart - Pipe -3 6 "wat- Source -S 7 36 6 Node Results: ---------------------------------------------------------------------- Node Demand Head Pressure Quality ID GPM ft psi ---------------------------------------------------------------------- 6 0.00 579.15 38.28 0.00 7 0.00 578.19 41.94 0.00 8 0.00 577.00 41.81 0.00 9 0.00 567.22 40.74 0.00 10 0.00 571.09 41.68 0.00 11 0.00 574.23 39.40 0.00 12 0.00 577.50 37.78 0.00 FH Herit&Aly A FH- Herit- Md -blk 0.00 0.00 577.50 17.76 574.23 19.38 0.00 0. w • --- p & 571.09 6 . 0 0 !' N 560.25 17.` 0.00 -Cart 577.00 9 0.00 6 "wat- Source -N - 783.08 586.00 0.00 0.00 Reservoir 6 "wat- Source -S - 1021.77 586.00 0.00 0.00 Reservoir Page 2 Link Results: Link Flow velocityunit Headloss Status ID GPM fps ft /Kft --- - - - - -- ------------------------------------------------------- Cart- Pipe -1 783.08 8.89 90.18 Open Cart - Pipe -2 164.77 1.87 3.05 Open Lgcy - Pipe -3 1186.54 7.57 25.07 open Lgcy- Pipe -2 1186.54 7.57 31.35 open Lgcy - Pipe -1 - 618.31 3.95 8.69 open Herit- Pipe -3 - 618.31 3.95 8.06 open Herit - Pipe -2 - 618.31 3.95 7.50 open Herit - Pipe -1 - 618.31 3.95 7.50 open FH- Stub -1 0.00 0.00 0.00 Open FH- stub -2 0.00 0.00 0.00 open FH- Stub -3 0.00 0.00 0.00 Open FH- Stub -4 1804.85 20.48 1393.57 Open FH- Stub -5 0.00 0.00 0.00 Open Cart - Pipe -3 1021.77 11.59 217.07 Open Page 1 07111C- FH -at-LegdCY - &- Carter -MAX, Page 1 X7:36:00 PM * E P A N E T Hydraulic and Water Quality * Analysis for Pipe Networks * version 2.0 Input File: 07111C- Water.net Link - Node Table: Link start End Length Diameter ID Node Node ft in ---------------------------------------------------------------------- Cart- Pipe -1 6 "Wat- Source -N 6 76 6 Cart - Pipe -2 6 7 315 6 Lgcy- Pipe -3 7 8 47.33 8 Lgcy - Pipe -2 8 9 312 8 Lgcy - Pipe -1 9 10 446 8 Herit - Pipe -3 10 11 389 8 Herit- Pipe -2 11 12 436 8 Herit- Pipe -1 12 6 220 8 FH- stub -1 12 FH- Herit&Aly -A 5 6 FH- Stub -2 11 FH- Herit- Md -blk 5 6 FH- Stub -3 10 FH- Herit - & -LgCy 5 6 FH- stub -4 9 FH- Lgcy- Md -Blk 5 6 FH- Stub -5 8 FH- Lgcy -& -cart 5 6 Cart - Pipe -3 6 "Wat- Source -S 7 36 6 Node Results: Node Demand Head Pressure Quality ID GPM ft psi ---------------------------------------------------------------------- Cart- Pipe -1 ---------------------------------------------------------------------- 6 0.00 670.28 77.77 0.00 7 0.00 663.20 78.77 0.00 8 0.00 652.44 74.50 0.00 9 0.00 656.04 79.22 0.00 10 0.00 660.22 80.30 0.00 11 0.00 664.14 78.36 0.00 12 0.00 668.22 77.09 0.00 FH- Herit &Aly -A 0.00 668.22 57.07 0.00 FH- Herit- Md -blk FH Herit-&-L cy 0.00 0.00 664.14 660.22 58.34 60.28 0.00 0.0 0.00 0.00 0.00 open r F -BI 0.00 656.04 1 .00 FH L C -Cart 2929:1 634.29 #tp 0.00 wat- Source - - 9 685.33 open 0.00 Reservoir 6 "Wat- Source -S - 1747.33 685.33 0.00 0.00 Reservoir Page 2 Link Results: Link Flow velocityunit Headloss Status ID GPM fps ft /Kft ---------------------------------------------------------------------- Cart- Pipe -1 1181.79 13.41 198.03 open Cart - Pipe -2 484.59 5.50 22.49 Open Lgcy - Pipe -3 2231.93 14.25 227.26 open Lgcy- Pipe -2 - 697.20 4.45 11.53 Open Lgcy - Pipe -1 - 697.20 4.45 9.37 open Herit- Pipe -3 - 697.20 4.45 10.08 open Herit- Pipe -2 - 697.20 4.45 9.37 open Herit - Pipe -1 - 697.20 4.45 9.37 open FH- stub -1 0.00 0.00 0.00 Open FH- stub -2 0.00 0.00 0.00 open FH- Stub -3 0.00 0.00 0.00 open FH- Stub -4 0.00 0.00 0.00 open FH- Stub -5 2929.12 33.24 3630.11 open Cart - Pipe -3 1747.33 19.83 614.81 open Page 1 071110 -FH -at -Leon y - Carrar -nnl'N :34:25 7 /2011 5 2 Page 1 PM it *Rir Yr it Ric* it ir'k * 7c is is it it kis it*Yr** *ir*it Yr Yc i[i[YC is 7t Jt i[itY[YtTtYe Yt Yc Yc Y[Tt*7['k Yt S/2011 * 7:34 P it * E P A N E T * Hydraulic and water Quality * Analysis for Pipe Networks version 2.0 " Input File: 07111C- water.net Link - Node Table: Link Start End Status Length Diameter ID Node Node 713.08 ft in ---------------------------------------------------------------------- Cart- Pipe -1 6 "wat- source -N 6 8.91 76 6 Cart - Pipe -2 6 87.08 7 Lgcy - Pipe -2 315 6 Lgcy- Pipe -3 7 Lgcy - Pipe -1 8 2.68 47.33 8 Lgcy- Pipe -2 8 2.68 9 open 312 8 Lgcy - Pipe -1 9 Open 10 - 419.20 446 8 Herit- Pipe -3 10 0.00 11 0.00 389 8 Herit- Pipe -2 11 0.00 12 FH- Stub -3 436 8 Herit- Pipe -1 12 PH-Stub-4 6 0.00 220 8 FH- Stub -1 12 20.23 FH- Herit&Aly -A 5 6 FH- Stub -2 11 Open FH- Herit- Md -blk 5 6 FH- Stub -3 10 FH- Herit - & -Lgcy 5 6 FH- Stub -4 9 FH- Lgcy- Md -Blk 5 6 FH- stub -5 8 FH- Lgcy -& -Cart 5 6 Cart - Pipe -3 6 "wat- Source -S 7 36 6 Node Results: --------------------------------------------------- Node Demand Head Pressure - - - - -- Quality -- ID GPM ft psi ---------------------------------------------------------------------- 6 0.00 580.27 38.77 0.00 7 0.00 577.46 41.62 0.00 8 0.00 573.34 40.23 0.00 9 0.00 574.73 43.99 0.00 10 0.00 576.35 43.96 0.00 11 0.00 577.87 40.98 0.00 12 0.00 579.47 38.64 0.00 FH- Herit&Aly -A 0.00 579.47 18.62 0.00 FH- Herit- Md -blk FH- Herit & 0.00 0.00 577.87 576.35 20.96 23.94 0.00 0 86°°° - -L cy - 574.73 00 FH L c -&-Cart 1782.51 566.54 44 0 ) 0.00 at- Source -N - 586.00 ` 0.00 Reservoir 6 "wat- Source -S - 1069.43 586.00 0.00 0.00 Reservoir Page 2 Link Results: Link Flow velocityunit Headloss Status ID GPM fps ft /Kft ---------------------------------------------------------------------- Cart- Pipe -1 713.08 8.09 75.41 Open Cart - Pipe -2 293.89 3.33 8.91 Open Lgcy- Pipe -3 1363.32 8.70 87.08 open Lgcy - Pipe -2 - 419.20 2.68 4.43 open Lgcy - Pipe -1 - 419.20 2.68 3.65 open Herit- Pipe -3 - 419.20 2.68 3.91 open Herit- Pipe -2 - 419.20 2.68 3.65 Open Herit - Pipe -1 - 419.20 2.68 3.65 open FH- stub -1 0.00 0.00 0.00 open FH- stub -2 0.00 0.00 0.00 open FH- Stub -3 0.00 0.00 0.00 open PH-Stub-4 0.00 0.00 0.00 open FH- Stub -5 1782.51 20.23 1359.67 Open Cart - Pipe -3 1069.43 12.13 237.13 Open Page 1 [TITLE] [)UNCTIONS] ;ID 6 7 8 9 10 11 12 FH- Herit&Aly -A FH- Herit- Md -blk FH- Herit -& -Lgcy FH- Lgcy- Md -Blk FH- Lgcy -& -Cart [RESERVOIRS] ;ID 6 "Wat- Source -N 6 "Wat- Source -S [TANKS] ;ID [PIPES] ;ID Cart - Pipe -1 Cart- Pipe -Z Lgcy - Pipe -3 Lgcy - Pipe -2 Lgcy - Pipe -1 Herit- Pipe -3 Herit- Pipe -2 Herit- Pipe -1 FH- Stub -1 FH- Stub-2 FH- Stub -3 FH- Stub -4 FH- Stub -5 Cart - Pipe -3 [PUMPS] ;IO [VALVES] ;ID [TAGS] [DEMANDS] ;junction [STATUS] ;ID [PATTERNS] ;ID [CURVES] ;ID [CONTROLS] 071110- EPAnet- Input - Data.inp Elev Demand Pattern 490.8 0 Status 481.4 0 open 6 120 0 open 8 0 ,t Open 474.9 130 2.2 Open 483.3 490.3 0 C 0 open 536.5 0 Open 529.5 0 open 521.1 0 open 519.4 0 Open 526.7 0 open Head Pattern Open 586 130 0.9 Open 586 130 0.9 open Elevation InitLevel MinLevel MaxLevel Nodel Node2 Length 6 "Wat- Source -N 6 76 6 7 315 7 8 47.33 8 9 312 9 10 446 10 11 389 11 12 436 12 6 220 12 FH- Herit&Aly -A 5 11 FH- Herit- Md -blk 5 10 FH- Herit -& -Lgcy 5 9 FH- Lgcy- Md -Blk 5 8 FH- Lgcy -& -Cart S 6 "Wat- Source -S 7 36 Nodel Node2 Parameters Nodel Node2 Diameter Demand Pattern Category Status /Setting Multipliers X -Value Y -Value Diameter MlnVol VolCurve Diameter Roughness MinorLoSS Status 6 120 2.2 open 6 120 0 open 8 130 2.2 Open 8 130 2.2 Open 8 130 0 open 8 130 0.9 Open 8 130 0 open 8 130 0 open 6 130 0.9 Open 6 130 0.9 open 6 130 0.9 Open 6 130 0.9 Open 6 130 0.9 open 6 120 2.2 Open Type Setting MinorLOSS Page 1 [RULES] [ENERGY] Global Efficiency 75 Global Price 0 Demand Charge 0 [EMITTERS] 1 ;Junction 0 PH- Lgcy -& -Cart 429 [QUALITY] 0 ;Node 0 [SOURCES] ;Node Type [REACTIONS] ;Type Pipe /Tank [REACTIONS] order Bulk 1 order Tank 1 order wall 1 Global Bulk 0 Global wall 0 Limiting Potential 0 Roughness Correlation 0 [MIXING] ;Tank Model [TIMES] Duration 0 Hydraulic Timestep 1:00 Quality Timestep 0:05 Pattern Timestep 1:00 Pattern Start 0:00 Report Timestep 1:00 Report Start 0:00 Start C1ockTime 12 am Statistic None [REPORT] Status NO Summary No Page 0 [OPTIONS] Units GPM Headloss H -W specific Gravity 1 viscosity 1 Trials 40 Accuracy 0.001 CHECKFREQ 2 MAXCHECK 10 DAMPLIMIT 0 unbalanced continue 10 Pattern 1 Demand Multiplier 1.0 Emitter Exponent 0.5 Quality None mg /L Diffusivity 1 07111C- EPAnet- input- Data.inp Coefficient /6 InitQual Quality Pattern Coefficient Page 2 Tolerance 0.01 [COORDINATES] ;Node X -Coord Y -Coord 6 1036.31 751.05 7 783.57 563.62 8 750.30 596.81 9 452.56 679.18 10 192.23 1033.47 11 527.54 1078.91 12 907.98 931.06 FH- Herit&Aly -A 915.36 936.46 FH- Herit- Md -blk 527.57 1088.74 FH- Herit -& -Lgcy 201.06 1034.15 FH- Lgcy- Md -Blk 456.95 686.95 FH- Lgcy -& -Cart 755.44 603.90 6 "wat- Source -N 1101.44 790.79 6 "wat- Source -S 755.11 540.94 [VERTICES] ;Link x -Coord Y -Coord Cart - Pipe -1 1092.27 785.10 Cart - Pipe -1 1070.83 772.75 Cart - Pipe -1 1050.49 759.79 Cart - Pipe -2 1008.95 732.12 Cart - Pipe -2 970.95 703.07 Cart - Pipe -2 935.39 677.01 cart - Pipe -2 903.63 652.85 Cart - Pipe -2 868.07 626.79 Cart - Pipe -Z 838.48 604.54 Cart - Pipe -2 810.52 583.63 Lgcy- Pipe -3 776.59 571.69 Lgcy- Pipe -3 769.80 579.29 Lgcy- Pipe -3 763.29 585.80 Lgcy- Pipe -3 755.96 592.32 Lgcy - Pipe -2 738.58 605.35 Lgcy- Pipe -2 728.81 611.59 Lgcy- Pipe -2 716.60 618.92 Lgcy - Pipe -2 703.02 625.71 Lgcy - Pipe -2 685.92 632.49 Lgcy- Pipe -2 673.16 636.02 Lgcy - Pipe -2 659.32 639.82 Lgcy- Pipe -2 650.09 641.45 Lgcy - Pipe -2 641.13 643.35 Lgcy- Pipe -Z 626.47 544.71 Lgcy - Pipe -2 581.96 647,15 Lgcy - Pipe -2 569.20 648.24 Lgcy - Pipe -2 548.02 650.14 Lgcy - Pipe -2 532.01 652.31 Lgcy - Pipe -2 517.62 654.75 Lgcy - Pipe -2 503.24 658.28 Lgcy - Pipe -2 486.95 663.17 Lgcy - Pipe -2 472.83 669.14 Lgcy - Pipe -2 459.80 675.66 Lgcy- Pipe -1 439.89 686.10 Lgcy - Pipe -1 429.25 694.70 Lgcy- Pipe -1 417.10 703.82 Lgcy - Pipe -1 400.90 719.01 Lgcy- Pipe -1 388.24 732.68 LgCy- Pipe -1 361.40 766.61 Lgcy - Pipe -1 329.50 805.60 Lgcy - Pipe -1 285.45 861.30 Lgcy- Pipe -1 241.90 914.97 Lgcy- Pipe -1 231.77 928.14 Lgcy- Pipe -1 221.64 943.33 07111C- EPAnet- input - Data.inp Page 3 Lgcy- Pipe -1 Lgcy - Pipe -1 Lgcy - Pipe -1 Lgcy - Pipe -1 Herit- Pipe -3 Herit- Pipe -3 Herit- Pipe -3 Herit- Pipe -3 Herit- Pipe -3 Herit- Pipe -3 Herit- Pipe -3 Herit- Pipe -3 Herit- Pipe -3 Herit- Pipe -3 Herit- Pipe -3 Herit- Pipe -3 Heri t- Pipe -3 Herit- Pipe -2 Herit- Pipe -2 Herit- Pipe -2 Herit- Pipe -2 Heri t- Pipe -2 Herit- Pipe -2 Herit- Pipe -2 Herit- Pipe -2 Herit- Pipe -2 Herit- Pipe -2 Herit- Pipe -2 Herit- Pipe -2 Herit- Pipe -Z Herit- Pipe -2 Herit - Pipe -2 Cart- Pipe -3 cart - Pipe -3 Cart- Pipe -3 [LABELS] ;x -coord [BACKDROP] DIMENSIONS UNITS FILE OFFSET [END] 212.02 203.92 197.34 193.79 191.21 191.45 191.45 224.07 330.83 393.10 404.22 419.29 435.85 457.35 467.48 481.57 515.92 690.48 704.80 718.28 737.09 756.74 774.42 787.90 801.66 813.73 828.61 842.08 851.35 860.89 872.68 888.40 760.81 768.05 779.32 Y -Coord 961.05 978.27 997.51 1018.27 1048.33 1075.02 1088.36 1088.36 1087.13 1086.14 1085.40 1084.90 1083.67 1081.44 1080.95 1080.45 1079.71 1077.14 1077.14 1075.74 1072.65 1067.60 1061.14 1055.25 1047.67 1040.37 1028.86 1017.07 1008.36 996.57 981.13 958.67 545.95 551.65 560.42 Label & Anchor Node 07111C- EPAnet- Input - Data.inp 0.00 0.00 1150.00 1150.00 Feet C:\ Users\ Barkers\ Documents \David \DAA \07111C -Water Analysis \Elevation EXhibit-3CR.bmp 0.00 0.00 Page 4