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Home My WebLink AboutNC0024406_BCSS_Appendix O_20191231Sheet 7 °o eP VP � Sheet 6 es APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC Sheet 11 4 Q Sheet 8 A. a Sheet 9 a�= Sheet 5 Sheet 4 a 8 a Sheet 1 Sheet 10 Ole - Sheet 3 Sheet 2 Sheet 12 Sheet 13 Pipe Flow Expert Results Key Color of Pipe: Velocity in ft/sec f = flow in US gem 0.5068 0.5668 0.5668 0.5668 0.5068 0.5068 % ha �I Sheet 16 f f Sheet 15 Sheet 14 Designed using Pipe Flow Expert from www.pipeflow.com APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC EX-1 B. 610. Oft 06.OFt 'lh— P127-Clc=e' P" llc=_e' ______________________________________________x__----------- x-__________________________________________________________________------- X p' 745.Of1 N44, 747.0 Y23 N4, 749.Oft V i EX-23, 611. Oft EX-112, 711.AR EX-113, 711 Oft Sheet 1 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC x f=flow in US gpm N4, 7R5. Oft �� E;C3d, 649. Cft N 4, 765. Qft 0.-PA E7450, 649.OFt E1E53, 650.Of[ N4, 7J23.Uft U �q� �� E7430, 65Q. Qf[ A. 793.Oft �0.4A E�33, 65Q. Qft N4, 7R2.9ft N4, 761.0ft � . tirt�ry E7452, 650.OFt 61 Q.Oft N4. 7A5.Oft y-______________________________________________________________________________________________________________________X- P99 - Closed I � � o = -------------- N239 760.Q ft Sheet 2 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC N 44, 764V5ft — EH-M. 647. C ft �N4, 765. Oft �$7 E:455, 647. Oft N46, E)490, 647.Oft EH-32, 647.o-ft N 4, 766. Oft �o� iii E%3i, 647.9ft N4, 7D Oft a� E.`Fs1, sal. o-ft N4, 7215. oft E:�sa, sas o-ft N4, 7R. Oft a� E7F31, 649. Oft N 4, 795 Oft w EM34, 649.Oft Sheet 3 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC a X �y,�'i2.�99fl N 741.011 EX-12, 606. af[ X . 741.0fl X EXzs,607Oft Sheet 4 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC a ; N� 739.9f[ a EX20, 605. aft X NJ, 741.Oft X EX-11. 607. aft Sheet 5 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC Z' F'Q80 Nd, 729.Oft F ' 'Q80 — EX3, 597.Oft = —'N8, 731. Oft -Q.'060 - ECA, 598.Oft �N $, 731. Oft �3 f�C80 EXs, sss..ft 731 21, �080 T35.9ft EX21, 604.Cft a ; EX-1 3, 604. Oft Nd, 739. Oft Sheet 6 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC imXl------------------------------------------------------------------------------------- PS-1.(BG tank+p—pj, 731.Oft I � I � few a 1131 729.0ft o ; a X Nz3z rs-oR X- Gov-ao�a ----•----- ---- P200 - Closed P13= — .3 — X M233 732.0 N 127� ft — EX£, 600. Oft ^ EX7, 602 Uft �.� Sheet 7 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC Io f=flow in OS gpm a UU 0.5 IUVloi 0.5 ].5 0.5 1.5 P2CC-C1osed ----------------------- x-------9-------x--------- N233 732.0�l a EX-6, 60O.Oft FX7 Y-� EO N 14, 743.Oft Ex-7, 602. Oft �1Q, 749.Oft EX-3, 604. Oft �1$, 753.Oft EX-9, 604.Oft ". AA' 'N4, 754. Oft Ex-14. 605. OR 4 �y,�19.E�-090 �20, 754. Oft EX D. 605. Oft 754.Oft EX-1 S. 607.Oft P 199-Closed P198-Closed P195-Close P194-C1c�e- - _- - -_ ______________________________________ )(_______ -___x-______________________________________)(_ ___________ ___________ ___________ N231 733.Oft f4, 59. Oft p, 59.Uft y, 59. Oft N U a EX-66, 633.Oft EX-96, 639.Oft Ex40, 6: X m 38 c� F �N4, 751. Oft �� EX 39, 638.Oft F -'N4, 752. Oft �@7 E7695, 638.Oft �ffl 6N7 ` E`C58, 638.Oft F 754. -41 EJ693, 642.Oft F �N4, 755 Oft �@7 E7638.642.Oft 756. Sheet 8 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC '0 f=flow In US gpm ul LV— _ N 4, 754.Oft EX-1 5, 607. Oft E5 7$5. Oft EX-24, 607. Oft �:5N;, 755.Oft EX-19, 606. Oft v-y,�17,� =N 4, 755.Oft EX-17, 603. Oft N 4, 755.Oft EX-16, 605. Oft E:693, 642. Oft " EX-38, 642. Oft �52, 756. Oft � EX-92, 642. Oft " EX-57, 642. Oft J 32, 755.Oft -"I 4 EX-29, 642. Oft n F " EX-37, 645. Oft �28 F I-r 760.0 EX-28, 645. Oft s EX-56, 645. Oft �5� 762. Oft �$7 EX-27, 645. Oft Sheet 9 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC I,_. 7fi1.0 O� 4 EX-56, 645.011 Ek2� F IJ 52, 762.OFt �&7 EX-27, 645.Oft .i �� F 765. 0f[ blb L EX_56, 645.Oft ' Q'� F Nl 764.Of1 b41 EX-88, 647. Oft E�55, fi=7.�11 N46, 766. Oft E.O. .7. Oft E)F32, 647.Oft N4. 79. Oft �x �a� �x� EX_%, 647. Oft Sheet 10 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC f-Flow in US gpm Iit L<I>,, r` 111. 709. Oft k w 59.Oft Jr, 59. Oft V, 59.Oft N 1,�2p, 53.Oft 'ic.P jr, 53. Oft N f 53.Oft V, 7.Oft SE 57.Oft Jr. 56. Oft Jr. 56. Oft V, 56.Oft IV755.Oft pit, 55. Oft V, 55.Oft N 4, 755.Oft pk4, 54. Oft y 4, d EXL6, 638. Oft EX-96, 639.Oft EX-49, 639.Oft EX-94, 639.Oft EX-59, 639.Oft EX-91, 639.01t EX-01, E40. Oft EX-43, 640. Oft EX-60, 640.0f1 EX-47, 640. Oft EX-42, 640. Oft EX-39, 642.Oft EX-61, 642.Oft EX-65, 642.Oft EX-43, 642.Oft Sheet 11 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC f= flnw in us gpm La Li uu V 111. 709.Oft k W P182-Close P196-Close P181-Close P180-Close P179-Close P178-Close P177-Close P176-Close P17`-Close P17e-Close P173-Close' P172-Close P171-Close P170-Close P169-Close P168-Close P167-( 55. 8fl 114, 111,111 [1�4, 54.11ft 54.Oft 54.Ofl j1�, 53.1111 [1�, 53.11ft 53.Oft 14 752.Oft 2, 52.Oft 52.Oft51.0. 'T. 51.Uit 8, 51.Oft T. So - .Oft 'i� 59. 9ft �, SO.Uit w Oft EH£5, 642.Oft EX-43, 642.Oft EX467, 642.Oft EH£2, 643.Oft EH£8, 643.Oft EX-69, 643.Oft EH44, 643.Oft EH70, 643.Oft EH-71, 643.Oft EH72, 643.Oft EX463, 643.Oft EH73, 643.Oft EH-74, 643.Ofl EX-75, 645. Oft EHi5, 645. Oft Sheet 12 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC < '0 f=flow In USgpP MWE P1 :E _sE" Plc`-C csE" P1c�-C osE P163-Close P1r2-C ceE^ _iE" P1cC -CIGSE" P1 `_-C csE" P1 `a _[Cse^ = I_sE" Pl`c-cl—s P1"-cl—e ______ ___________ ___________ ___________ ____________________ ___________ ___________ ___________ ___________ ___________ ___________ ___________ ___________ ___________ ___________ S1.Oft So - .Oft J�¢, SO.OftA, 9. aft4, 9.Oft 9. oft a.0it SE, B.Oft Jy�d, a.Oft Jy,4, 7.Oft 7. oft Jed, 7.Oit 6.Oft Jed, 6.0R4, 5.Oft J2, S. Oft SS�a� .74, 643.9rt EX-75, 645.Oft EX45, 645.Oft EX-76, 645.Oft EX-77, 645.Oft EX-73, 645.9rt EX-71J, 645.0ft EX64, 645.Oft EX80, 645.Oft EX81, 645.Oft EX82, 645.Oft EX83, 645.Oft EX84, 646.0rt EX46, 646.Oft EX-35, 646.OR EX-N. 646.0ft EM7, 646.Oft Sheet 13 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC f= flow in US gpm EX9.Oft EM100, .Oft r7 EX-101. 649. Of E.`F99, 649. Oft Pt-2 (AG tan k+pu m p), 73 O. Oft X E)C102, 649. OR U y. Sheet 15 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC �(-6, f--Qso EM26, 536. 0ft AG Ta +p 72. 0ft E,`F104, 632 Oft EX-103, 636.Oft E1C105, 623.Oft Sheet 16 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM PIPES CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC Pipe Name Material Inner Diameter (inch) Length (ft) Vol Flow (gpm) Velocity (ft/sec) Friction Loss (ft.hd) Entry Fitt. Loss (ft.hd) Exit Fitt. Loss (ft.hd) Valve Loss (ft.hd) Pump Head (ft.hd) EX-1 3/4" HDPE SDR 9 0.803 179 0.8 0.51 0.58 0.04 0.00 0 135.6 EX-2 3/4" HDPE SDR 9 0.803 217 0.8 0.51 0.71 0.04 0.00 0 134.7 EX-3 3/4" HDPE SDR 9 0.803 214 0.8 0.51 0.70 0.04 0.00 0 134.7 EX-4 3/4" HDPE SDR 9 0.803 238 0.8 0.51 0.78 0.04 0.00 0 133.8 EX-5 3/4" HDPE SDR 9 0.803 293 0.8 0.51 0.95 0.04 0.00 0 133.0 EX-6 3/4" HDPE SDR 9 0.803 190 0.8 0.51 0.62 0.04 0.00 0 131.7 EX-7 3/4" HDPE SDR 9 0.803 187 0.8 0.51 0.61 0.04 0.00 0 141.7 EX-8 3/4" HDPE SDR 9 0.803 201 0.8 0.51 0.65 0.04 0.00 0 145.7 EX-9 3/4" HDPE SDR 9 0.803 206 0.8 0.51 0.67 0.04 0.00 0 149.7 EX-10 3/4" HDPE SDR 9 0.803 208 0.8 0.51 0.68 0.04 0.00 0 149.7 EX-11 3/4" HDPE SDR 9 0.803 204 0.8 0.51 0.66 0.04 0.00 0 134.7 EX-12 3/4" HDPE SDR 9 0.803 188 0.8 0.51 0.61 0.04 0.00 0 135.7 EX-13 3/4" HDPE SDR 9 0.803 298 0.8 0.51 0.97 0.04 0.00 0 136.0 EX-14 3/4" HDPE SDR 9 0.803 198 0.8 0.51 0.64 0.04 0.00 0 149.7 EX-15 3/4" HDPE SDR 9 0.803 179 0.8 0.51 0.58 0.04 0.00 0 147.6 EX-16 3/4" HDPE SDR 9 0.803 176 0.8 0.51 0.57 0.04 0.00 0 147.6 EX-17 3/4" HDPE SDR 9 0.803 219 0.8 0.51 0.71 0.04 0.00 0 147.8 EX-18 3/4" HDPE SDR 9 0.803 196 0.8 0.51 0.64 0.04 0.00 0 139.7 EX-19 3/4" HDPE SDR 9 0.803 209 0.8 0.51 0.68 0.04 0.00 0 149.7 EX-20 3/4" HDPE SDR 9 0.803 191 0.8 0.51 0.62 0.04 0.00 0 134.7 EX-21 3/4" HDPE SDR 9 0.803 229 0.8 0.51 0.75 0.04 0.00 0 131.8 EX-22 3/4" HDPE SDR 9 0.803 194 0.8 0.51 0.63 0.04 0.00 0 137.7 EX-23 3/4" HDPE SDR 9 0.803 226 0.8 0.51 0.74 0.04 0.00 0 136.8 EX-24 3/4" HDPE SDR 9 0.803 178 0.8 0.51 0.58 0.04 0.00 0 148.6 EX-25 3/4" HDPE SDR 9 0.803 179 0.8 0.51 0.58 0.04 0.00 0 134.6 EX-26 3/4" HDPE SDR 9 0.803 338 0.8 0.51 1.10 0.04 0.00 0 187.1 EX-27 3/4" HDPE SDR 9 0.803 165 0.8 0.51 0.54 0.04 0.00 0 117.6 EX-28 3/4" HDPE SDR 9 0.803 165 0.8 0.51 0.54 0.04 0.00 0 115.6 EX-29 3/4" HDPE SDR 9 0.803 163 0.8 0.51 0.53 0.04 0.00 0 116.6 EX-30 3/4" HDPE SDR 9 0.803 156 0.8 0.51 0.51 0.04 0.00 0 113.6 EX-31 3/4" HDPE SDR 9 0.803 159 0.8 0.51 0.52 0.04 0.00 0 116.6 EX-32 3/4" HDPE SDR 9 0.803 163 0.8 0.51 0.53 0.04 0.00 0 119.6 EX-33 3/4" HDPE SDR 9 0.803 156 0.8 0.51 0.51 0.04 0.00 0 112.6 EX-34 3/4" HDPE SDR 9 0.803 159 0.8 0.51 0.52 0.04 0.00 0 116.6 EX-35 3/4" HDPE SDR 9 0.803 163 0.8 0.51 0.53 0.04 0.00 0 119.6 EX-36 3/4" HDPE SDR 9 0.803 165 0.8 0.51 0.54 0.04 0.00 0 118.6 EX-37 3/4" HDPE SDR 9 0.803 165 0.8 0.51 0.54 0.04 0.00 0 114.6 EX-38 3/4" HDPE SDR 9 0.803 163 0.8 0.51 0.53 0.04 0.00 0 113.6 EX-39 3/4" HDPE SDR 9 0.803 160 0.8 0.51 0.52 0.04 0.00 0 113.6 EX-40 3/4" HDPE SDR 9 0.803 183 0.8 0.51 0.60 0.04 0.00 0 120.6 EX-41 3/4" HDPE SDR 9 0.803 184 0.8 0.51 0.60 0.04 0.00 0 117.6 EX-42 3/4" HDPE SDR 9 0.803 184 0.8 0.51 0.60 0.04 0.00 0 116.6 EX-43 3/4" HDPE SDR 9 0.803 185 0.8 0.51 0.60 0.04 0.00 0 112.6 EX-44 3/4" HDPE SDR 9 0.803 187 0.8 0.51 0.61 0.04 0.00 0 110.7 EX-45 3/4" HDPE SDR 9 0.803 189 0.8 0.51 0.62 0.04 0.00 0 105.7 EX-46 3/4" HDPE SDR 9 0.803 191 0.8 0.51 0.62 0.04 0.00 0 100.7 EX-47 3/4" HDPE SDR 9 0.803 184 0.8 0.51 0.60 0.04 0.00 0 116.6 EX-48 3/4" HDPE SDR 9 0.803 184 0.8 0.51 0.60 0.04 0.00 0 117.6 EX-49 3/4" HDPE SDR 9 0.803 156 0.8 0.51 0.51 0.04 0.00 0 111.6 EX-50 3/4" HDPE SDR 9 0.803 159 0.8 0.51 0.52 0.04 0.00 0 115.6 EX-51 3/4" HDPE SDR 9 0.803 163 0.8 0.51 0.53 0.04 0.00 0 119.6 EX-52 3/4" HDPE SDR 9 0.803 156 0.8 0.51 0.51 0.04 0.00 0 110.6 EX-53 3/4" HDPE SDR 9 0.803 156 0.8 0.51 0.51 0.04 0.00 0 113.6 EX-54 3/4" HDPE SDR 9 0.803 159 0.8 0.51 0.52 0.04 0.00 0 116.6 EX-55 3/4" HDPE SDR 9 0.803 163 0.8 0.51 0.53 0.04 0.00 0 118.6 EX-56 3/4" HDPE SDR 9 0.803 165 0.8 0.51 0.54 0.04 0.00 0 116.6 EX-57 3/4" HDPE SDR 9 0.803 163 0.8 0.51 0.53 0.04 0.00 0 115.6 EX-58 3/4" HDPE SDR 9 0.803 160 0.8 0.51 0.52 0.04 0.00 0 115.6 EX-59 3/4" HDPE SDR 9 0.803 183 0.8 0.51 0.60 0.04 0.00 0 119.6 EX-60 3/4" HDPE SDR 9 0.803 184 0.8 0.51 0.60 0.04 0.00 0 116.6 EX-61 3/4" HDPE SDR 9 0.803 185 0.8 0.51 0.60 0.04 0.00 0 113.6 Page 1 of 2 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM PIPES CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC Pipe Name Material Inner Diameter (inch) Length (ft) Vol Flow (gpm) Velocity (ft/sec) Friction Loss (ft.hd) Entry Fitt. Loss (ft.hd) Exit Fitt. Loss (ft.hd) Valve Loss (ft.hd) Pump Head (ft.hd) EX-62 3/4" HDPE SDR 9 0.803 187 0.8 0.51 0.61 0.04 0.00 0 111.7 EX-63 3/4" HDPE SDR 9 0.803 187 0.8 0.51 0.61 0.04 0.00 0 108.7 EX-64 3/4" HDPE SDR 9 0.803 189 0.8 0.51 0.62 0.04 0.00 0 103.7 EX-65 3/4" HDPE SDR 9 0.803 185 0.8 0.51 0.60 0.04 0.00 0 113.6 EX-66 3/4" HDPE SDR 9 0.803 180 0.8 0.51 0.59 0.04 0.00 0 121.6 EX-67 3/4" HDPE SDR 9 0.803 185 0.8 0.51 0.60 0.04 0.00 0 112.6 EX-68 3/4" HDPE SDR 9 0.803 187 0.8 0.51 0.61 0.04 0.00 0 110.7 EX-69 3/4" HDPE SDR 9 0.803 187 0.8 0.51 0.61 0.04 0.00 0 110.7 EX-70 3/4" HDPE SDR 9 0.803 187 0.8 0.51 0.61 0.04 0.00 0 109.7 EX-71 3/4" HDPE SDR 9 0.803 187 0.8 0.51 0.61 0.04 0.00 0 109.7 EX-72 3/4" HDPE SDR 9 0.803 187 0.8 0.51 0.61 0.04 0.00 0 109.7 EX-73 3/4" HDPE SDR 9 0.803 187 0.8 0.51 0.61 0.04 0.00 0 108.7 EX-74 3/4" HDPE SDR 9 0.803 187 0.8 0.51 0.61 0.04 0.00 0 108.7 EX-75 3/4" HDPE SDR 9 0.803 189 0.8 0.51 0.62 0.04 0.00 0 105.7 EX-76 3/4" HDPE SDR 9 0.803 189 0.8 0.51 0.62 0.04 0.00 0 105.7 EX-77 3/4" HDPE SDR 9 0.803 189 0.8 0.51 0.62 0.04 0.00 0 104.7 EX-78 3/4" HDPE SDR 9 0.803 189 0.8 0.51 0.62 0.04 0.00 0 104.7 EX-79 3/4" HDPE SDR 9 0.803 189 0.8 0.51 0.62 0.04 0.00 0 104.7 EX-80 3/4" HDPE SDR 9 0.803 189 0.8 0.51 0.62 0.04 0.00 0 103.7 EX-81 3/4" HDPE SDR 9 0.803 189 0.8 0.51 0.62 0.04 0.00 0 103.7 EX-82 3/4" HDPE SDR 9 0.803 189 0.8 0.51 0.62 0.04 0.00 0 102.7 EX-83 3/4" HDPE SDR 9 0.803 189 0.8 0.51 0.62 0.04 0.00 0 102.7 EX-84 3/4" HDPE SDR 9 0.803 191 0.8 0.51 0.62 0.04 0.00 0 101.7 EX-85 3/4" HDPE SDR 9 0.803 191 0.8 0.51 0.62 0.04 0.00 0 100.7 EX-86 3/4" HDPE SDR 9 0.803 191 0.8 0.51 0.62 0.04 0.00 0 99.7 EX-87 3/4" HDPE SDR 9 0.803 191 0.8 0.51 0.62 0.04 0.00 0 99.7 EX-88 3/4" HDPE SDR 9 0.803 163 0.8 0.51 0.53 0.04 0.00 0 117.6 EX-89 3/4" HDPE SDR 9 0.803 185 0.8 0.51 0.60 0.04 0.00 0 113.6 EX-90 3/4" HDPE SDR 9 0.803 163 0.8 0.51 0.53 0.04 0.00 0 119.6 EX-91 3/4" HDPE SDR 9 0.803 183 0.8 0.51 0.60 0.04 0.00 0 119.6 EX-92 3/4" HDPE SDR 9 0.803 225 0.8 0.51 0.73 0.04 0.00 0 114.8 EX-93 3/4" HDPE SDR 9 0.803 163 0.8 0.51 0.53 0.04 0.00 0 112.6 EX-94 3/4" HDPE SDR 9 0.803 183 0.8 0.51 0.60 0.04 0.00 0 119.6 EX-95 3/4" HDPE SDR 9 0.803 160 0.8 0.51 0.52 0.04 0.00 0 114.6 EX-96 3/4" HDPE SDR 9 0.803 183 0.8 0.51 0.60 0.04 0.00 0 120.6 EX-97 3/4" HDPE SDR 9 0.803 174 0.8 0.51 0.57 0.04 0.00 0 131.6 EX-98 3/4" HDPE SDR 9 0.803 172 0.8 0.51 0.56 0.04 0.00 0 131.6 EX-99 3/4" HDPE SDR 9 0.803 173 0.8 0.51 0.56 0.04 0.00 0 131.6 EX-100 3/4" HDPE SDR 9 0.803 173 0.8 0.51 0.56 0.04 0.00 0 131.6 EX-101 3/4" HDPE SDR 9 0.803 172 0.8 0.51 0.56 0.04 0.00 0 131.6 EX-102 3/4" HDPE SDR 9 0.803 174 0.8 0.51 0.57 0.04 0.00 0 131.6 EX-103 3/4" HDPE SDR 9 0.803 356 0.8 0.51 1.16 0.04 0.00 0 137.2 EX-104 3/4" HDPE SDR 9 0.803 229 0.8 0.51 0.75 0.04 0.00 0 120.8 EX-105 3/4" HDPE SDR 9 0.803 436 0.8 0.51 1.42 0.04 0.00 0 150.5 EX-106 3/4" HDPE SDR 9 0.803 175 0.8 0.51 0.57 0.04 0.00 0 41.6 EX-107 3/4" HDPE SDR 9 0.803 115 0.8 0.51 0.37 0.04 0.00 0 42.4 EX-108 3/4" HDPE SDR 9 0.803 297 0.8 0.51 0.97 0.04 0.00 0 49.0 EX-109 3/4" HDPE SDR 9 0.803 187 0.8 0.51 0.61 0.04 0.00 0 46.7 EX-110 3/4" HDPE SDR 9 0.803 95 0.8 0.51 0.31 0.04 0.00 0 44.4 EX-111 3/4" HDPE SDR 9 0.803 196 0.8 0.51 0.64 0.04 0.00 0 46.7 EX-112 3/4" HDPE SDR 9 0.803 174 0.8 0.51 0.57 0.04 0.00 0 60.6 EX-113 1 3/4" HDPE SDR 9 0.803 259 0.8 0.51 0.84 0.04 0.00 0 61.9 Notes: ft - foot sec -second psi- pounds per square inch ft.hd - feet of head HDPE - high density polyethylene SDR - standard dimension ratio dP - change of pressure Prepared by: LL Checked by: GTC Page 2 of 2 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM PUMPS CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC Pipe Name Flow In/Out (gpm) Velocity (ft/sec) Suction Pressure (psi.g) Discharge Pressure (psi.g) Pump Head (ft.hd Fluid) EX-1 0.8 0.51 -0.017 58.7 135.6 EX-2 0.8 0.51 -0.017 58.3 134.7 EX-3 0.8 0.51 -0.017 58.3 134.7 EX-4 0.8 0.51 -0.017 57.9 133.8 EX-5 0.8 0.51 -0.017 57.5 133.0 EX-6 0.8 0.51 -0.017 56.9 131.7 EX-7 0.8 0.51 -0.017 61.3 141.7 EX-8 0.8 0.51 -0.017 63.0 145.7 EX-9 0.8 0.51 -0.017 64.8 149.7 EX-10 0.8 0.51 -0.017 64.8 149.7 EX-11 0.8 0.51 -0.017 58.3 134.7 EX-12 0.8 0.51 -0.017 58.7 135.7 EX-13 0.8 0.51 -0.017 58.8 136.0 E X-14 0.8 0.51 -0.017 64.7 149.7 EX-15 0.8 0.51 -0.017 63.9 147.6 EX-16 0.8 0.51 -0.017 63.9 147.6 EX-17 0.8 0.51 -0.017 63.9 147.8 EX-18 0.8 0.51 -0.017 60.4 139.7 EX-19 0.8 0.51 -0.017 64.8 149.7 EX-20 0.8 0.51 -0.017 58.2 134.7 EX-21 0.8 0.51 -0.017 57.0 131.8 EX-22 0.8 0.51 -0.017 59.5 137.7 EX-23 0.8 0.51 -0.017 59.2 136.8 EX-24 0.8 0.51 -0.017 64.3 148.6 EX-25 0.8 0.51 -0.017 58.2 134.6 EX-26 0.8 0.51 -0.017 81.0 187.1 EX-27 0.8 0.51 -0.017 50.9 117.6 EX-28 0.8 0.51 -0.017 50.0 115.6 EX-29 0.8 0.51 -0.017 50.4 116.6 EX-30 0.8 0.51 -0.017 49.1 113.6 EX-31 0.8 0.51 -0.017 50.4 116.6 EX-32 0.8 0.51 -0.017 51.7 119.6 EX-33 0.8 0.51 -0.017 48.7 112.6 EX-34 0.8 0.51 -0.017 50.4 116.6 EX-35 0.8 0.51 -0.017 51.7 119.6 EX-36 0.8 0.51 -0.017 51.3 118.6 EX-37 0.8 0.51 -0.017 49.6 114.6 EX-38 0.8 0.51 -0.017 49.1 113.6 EX-39 0.8 0.51 -0.017 49.1 113.6 EX-40 0.8 0.51 -0.017 52.2 120.6 EX-41 0.8 0.51 -0.017 50.9 117.6 EX-42 0.8 0.51 -0.017 50.4 116.6 EX-43 0.8 0.51 -0.017 48.7 112.6 EX-44 0.8 0.51 -0.017 47.9 110.7 EX-45 0.8 0.51 -0.017 45.7 105.7 EX-46 0.8 0.51 -0.017 43.5 100.7 EX-47 0.8 0.51 -0.017 50.4 116.6 EX-48 0.8 0.51 -0.017 50.9 117.6 EX-49 0.8 0.51 -0.017 48.2 111.6 EX-50 0.8 0.51 -0.017 50.0 115.6 EX-51 0.8 0.51 -0.017 51.7 119.6 EX-52 0.8 0.51 -0.017 47.8 110.6 EX-53 0.8 0.51 -0.017 49.1 113.6 EX-54 0.8 0.51 -0.017 50.4 116.6 EX-55 0.8 0.51 -0.017 51.3 118.6 EX-56 0.8 0.51 -0.017 50.4 116.6 EX-57 0.8 0.51 -0.017 50.0 115.6 EX-58 0.8 0.51 -0.017 50.0 115.6 EX-59 0.8 0.51 -0.017 51.7 119.6 EX-60 0.8 0.51 -0.017 50.4 116.6 EX-61 0.8 0.51 -0.017 49.2 113.6 EX-6 2 0.8 0.51 -0.017 48.3 111.7 EX 63 0.8 0.51 -0.017 47.0 108.7 Page 1 of 2 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS GROUNDWATER EXTRACTION SYSTEM PUMPS CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC Pipe Name Flow In/Out (gpm) Velocity (ft/sec) Suction Pressure (psi.g) Discharge Pressure (psi.g) Pump Head (ft.hd Fluid) EX-64 0.8 0.51 -0.017 44.8 103.7 EX-65 0.8 0.51 -0.017 49.2 113.6 EX-66 0.8 0.51 -0.017 52.6 121.6 EX-67 0.8 0.51 -0.017 48.7 112.6 EX-68 0.8 0.51 -0.017 47.9 110.7 EX-69 0.8 0.51 -0.017 47.9 110.7 EX-70 0.8 0.51 -0.017 47.4 109.7 EX-71 0.8 0.51 -0.017 47.4 109.7 EX-72 0.8 0.51 -0.017 47.4 109.7 EX-73 0.8 0.51 -0.017 47.0 108.7 EX-74 0.8 0.51 -0.017 47.0 108.7 EX-75 0.8 0.51 -0.017 45.7 105.7 EX-76 0.8 0.51 -0.017 45.7 105.7 EX-77 0.8 0.51 -0.017 45.3 104.7 EX-78 0.8 0.51 -0.017 45.3 104.7 EX-79 0.8 0.51 -0.017 45.3 104.7 EX-80 0.8 0.51 -0.017 44.8 103.7 EX-81 0.8 0.51 -0.017 44.8 103.7 EX-82 0.8 0.51 -0.017 44.4 102.7 EX-83 0.8 0.51 -0.017 44.4 102.7 EX-84 0.8 0.51 -0.017 44.0 101.7 EX-85 0.8 0.51 -0.017 43.5 100.7 EX-86 0.8 0.51 -0.017 43.1 99.7 EX-87 0.8 0.51 -0.017 43.1 99.7 EX-88 0.8 0.51 -0.017 50.9 117.6 EX-89 0.8 0.51 -0.017 49.2 113.6 EX-90 0.8 0.51 -0.017 51.7 119.6 EX-91 0.8 0.51 -0.017 51.7 119.6 EX-92 0.8 0.51 -0.017 49.6 114.8 EX-93 0.8 0.51 -0.017 48.7 112.6 EX-94 0.8 0.51 -0.017 51.7 119.6 EX-95 0.8 0.51 -0.017 49.6 114.6 EX-96 0.8 0.51 -0.017 52.2 120.6 EX-97 0.8 0.51 -0.017 56.9 131.6 EX-98 0.8 0.51 -0.017 56.9 131.6 EX-99 0.8 0.51 -0.017 56.9 131.6 EX-100 0.8 0.51 -0.017 56.9 131.6 EX-101 0.8 0.51 -0.017 56.9 131.6 EX-102 0.8 0.51 -0.017 56.9 131.6 EX-103 0.8 0.51 -0.017 59.3 137.2 EX-104 0.8 0.51 -0.017 52.2 120.8 EX-105 0.8 0.51 -0.017 65.1 150.5 EX-106 0.8 0.51 -0.017 18.0 41.6 EX-107 0.8 0.51 -0.017 18.3 42.4 EX-108 0.8 0.51 -0.017 21.2 49.0 EX-109 0.8 0.51 -0.017 20.2 46.7 EX-110 0.8 0.51 -0.017 19.2 44.4 EX-111 0.8 0.51 -0.017 20.2 46.7 EX-112 0.8 0.51 -0.017 26.2 60.6 EX-113 0.8 0.51 -0.017 26.8 61.9 Notes: ft - foot gpm - gallons per minute sec- second psi.g - pounds per square inch (gauge) ft.hd - feet of head Prepared by: LL Checked by: GTC Page 2 of 2 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS CLEAN WATER INFILTRATION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC Pipe Flow Expert Results Key Color of Pipe: Velocity in!!!e f = flow in US gpm 0.011 0.768 1.K6 2.283 3.040 3.797 Designed using Pipe Flow Expert from www.pipeflow.com f= flow in US gpm APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS CLEAN WATER INFILTRATION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC 5 1.2.3 3.0 3.9 IW-20 60 oft 71.3923 psi 1.23 US gpm P1, f=1.20 P2, f=2.40 P3, f=54.00 P21, f=34.80 P22, f=33.60 P23, f=32.40 P24, f=31.2g P25, N80 74 t N79 761 t N122 762.Oft N77 757. 1 N76 755. 1 484 750. t N75 761. t N 42, 744.OF19.0354 si.g 11.6&D si.g 11.2317 psi.g 111943 i.1 14.2534 i.9 16.4195 i.9 11.6592 psi.g p- 0. 0001 psi.9 YJ,stter ul, 778.0ft 0.0.psi g� 10. Ofl 4. psi.g k 2 2 k s P N 59 744. t N 53 761. t N 56 595. 1 = N 56 757. t 455 755. t N63 750. t N 54 761 t 19.0160 ps.g* 11.6564 ps.g� IN 94, 595.Ot31.4320 P. g= 13.2168 ps.g 14.0921 ps.g�5 16.3529 ps.g�5 11.5150 ps.g:� _ = p= 0.0091 psi.g _ _ _ _ X-DY N33 743.0 1 o N31 760.0 t o N31 594.Oft N27 756.0 t o N25 754.01 o N41 749.01 o N23 760.0 t o 4.3300 psi. 4.3300 p-ij 4.3300 psi.g 4.3300 psi. 1 4.3300 psi. 1 4.3300 psi.i 4.3300 psi. N 7p Z-1 535IW-37 f IW-14 61ft IW-13 61fl IW 32 609s.Of IW-12 fi1psft .70 207711 p25.963G 291572 psi 67.0657 20. V4 pi 220 1.20 US gpm 1.20 US gpm WIN US gpm Im US gpm Im US gpm 1.20 US gpm 120 US gpm Sheet 1 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS CLEAN WATER INFILTRATION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC IWifi 531.Oft IW45 530.Oft IW44 530. Oft IWi3 100. 3132 p.i g 95.6213 psi.g 92. 5927 pa g 95.621: 123 US gpm 120 US gpm 123 US gpm f = Sow in US gpm APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS CLEAN WATER INFILTRATION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC 771 P6, f=7.20 P7, f-6.90 PS, f-4.80 P9, f�.69 P10, f-2.49 P11, f-1.20 - C lk. ed N88 760. N84 755.O N84 742.0)4.3300 73d.)43303 4 740.0 NSd 737.9 N84 729.0 12.0391 ps.g 14. 1339 PSI y 19.8058 psi.2653 p6679 psi.g y 21.9655 Mi.g .y 25. 4267 psi.g ,s N178, 729. Oft y�- p-o-.00-01 psi.g N63 755. N63 749. N63 737. N63 729.14.1172 ps. g��ar 20.6012 ps g� 21.8989 ps.g� 25.3600 ps g:r IN 1 754.0 t N41 739.0 t N41 736.0t Nd1 728.0 t 16 4. 3300 psi. 4.3330 psi. 4.3300 psi. 4.3300 psi. m a obi rbu N53 745. 15.9304 g IW46 531.Oft IWAS 530.Oft IW�4 530.Of[ IW�3 528.Of1 IWA2 528.0 f[% IW�1 526.0ft S 100.8132 psi.g 95.6213 psi.g 92.5927 Mi. 95.6213 Mi. 94.3233 psi.g 91.7274 psi.g 120 us gpm 120 us gpm 12C USgpm 120 us gpm 120 us gpm 120 uSgpm ? 4 300 Mi.p N 83 763. 117675 �1 L7 Sheet 3 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS CLEAN WATER INFILTRATION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS CLEAN WATER INFILTRATION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC f- flow in US gpm 0.0 = 1.5 2.3 3.0 3.8 P 14, f=8.40 P15, f=7.20 P16, f�6 GO P17, f-480 P18, f-360 P19, f-240 P20, f=120 _y-__________________ Y-*@L N71 736. N70 725.0 N69 715.0 N68 717.0 N67 726.0 N66 717.0 N65 714.0 N64 727.0 22 3819 ps g 27.1 375 psi. g .y 31 4604 ps i. g ,k 30.5928 pi . g 26 6972 psi. g ,y 305895 Psi g ,� 31 8872 psi g ,S, 26 2625 psi. g .Lm N V. 727.9f[ m 7 P=6.gOg1 psi.g .ao ao .ao .moo .ao .ao .aa ao N50 736. t N49 725. t N43 715. t N47 717. t N46 726. t N45 717. t N44 714. t N43 727. t 22.3153 ps. g� 27.PH ps.g:� 31.3937 ps.g:� 30.5261 ps.g5j 266305 ps. g5j 30.5229 ps. g:� 31.8205 ps.g;�- 26.1958 P. g�E z z z z z z = z N15 735.0t N13 724.0t N11 714.01 N9 716.Oft N7 725.Oft N5 716. Oft N3 713.0ft N1 726.0ft 4. 3300 psi. 4. 3300 psi. 4. 3300 psi. 4. 3300 psi. 4. 3390 psi. 4. 3300 psi. 4. 3309 psi. 4. 3300 Psi. 1 7 IW-3 594. ft IW-7 592. ft IW£ 591. ft IW-5 592. fl IWA 590. ft IW-3 589. ft IW-2 586. ft IW-1 587. ft 65.3351 ps 61 4411 ps 57.5472 ps 57.9799 ps' 62.7391 ps 59.2173 ps 59.2778 ps' 64.4698 ps 120 US gpm 120 US gpm 120 us gpm 120 US gpm 1 27 US gpm 120 US gpm 120 US gpm 120 US gpm N 84 751 15.9055 ps g y �� Sheet 5 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS CLEAN WATER INFILTRATION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC f=flow in OS gpm D ©0_ _ _ mI - ®` In IW-23 604 ft g 64.0371 ps 120 US gpm a TM US gpm N63 7so-. t 16.3.17 .g S T �J10 Sheet 6 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS CLEAN WATER INFILTRATION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC la 1.5 g.g Ig I W-25 6 o-ft IW 21 605. o-ft 64.5371 ps 67.9310 psi.g $ p 120 US gpm 120 US gpm N59 745. 1 IW-26 6 Oft N�: is-.�: N57 755. t N63 743. t N63 753. t N63 750.1 13.0971 ps.g 64.0371 ps' 14.621- ::: i.- 14.0984 ps.g 19.3446 .g 14.7936 .g 120 u5 gpm s � N 74d.t1 t .0 t N29 754.0 t Nd 7d3.0 t Nd 752.O t 0 Psi. si. 4. 330O psi. 4. 00 psi. �. 00 Psi. /.4 /G.657 IW-27 60 ft ft IW-35 71 Oft 24 605Oft 22 605Oft 636044 ps' 20 7711 ps' 0371 psi.g 9310 psi.g 1-m US gpm 126 US gpm 126 US gpm Im US gpm 120 us gpm P26, f=27.60 P27, f-26.49 a P28, f-22.89 P29, f-20.40 P30, f-16.80 10, N80 755.Oft N84 754.0 ft N78 75 t N34 74 t 134 753.0ft 484 750.Oft 14 2543 psi 14.6869 ps I.g 14.2 `.�3 i.g 19.4415 i.g 15.1176 psi.g 16.4152 psi.g M N 63 753. 1 N 53 7t 14.2088 ps . g 10.6582 pi . x x N41 754.0 t N21 762.0 t 4.3300 psi. 4. 3300 psi. IW 31607.Ofl IW-116090f1 67.931 O psi.g 70.5279 ps' Sheet 7 123 US gpm 120 US gpm APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS CLEAN WATER INFILTRATION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC 0.0 - 1.5 2.3 3.0 3.8 N61 750. 64.037, psi 16.1934 .g 120 US gprn z 0 N HJ 749.01 4 300 psi. r IW 29 604. Oft 67. 0657 psi 0 USgpn 120 USgpm N62 750. N57 748. N58 753. .g 16.2600 .g 17.2456 .g 15.0593 9 S I I S t N 39 749.0 t N 747.01 N 3 752.E t vi.3300 psl. �. 00 psi. �. 00 Psi. /-23604.Oft IW30 04.0ft IW-15 5 .0ft IW-16 595.0ft 67.06576p., 69.6617 psi 72.2576 psi 120USgpm 120USgpm 120USgpm 120USgprn .SC P31, f=15. 60 a P32, f=13.20 P33, f=12.90 P34, f=10.80 P35, f-9.60 P36, f=.40 i0 N84 750. Oft N33 750.Oft N73 761 1 N72 753 t N78 748.OF[ N79 753.OF[ "--e.:.ft 16.4152 psi.g 16.4149 psi.g 11.6554 i.g 15.1161 i.g 17.2791 psi.g 15.1154 psi.g - - Sheet 8 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS CLEAN WATER INFILTRATION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC �❑o ❑oo 1F _ 3.5 f=9ow in US gpm ©0�,_ N4 749.01 �. 00 N39 749.01 N2 747.0 t N3 752.0 t -a 3300 +8. 4. OP. N3 AA. psi. psi. psi. N^ KC m 5^ eh- i 23 604.Oft IW-30 604. Oft IW-15 5 .Oft IW-16 595.Of[ IW-1 . 0657 psi.g 67.0657 psi 69. 6617 psi 72.2576 psi 69.6 1.20 US gpm 120 US gpm 1.33 US gpm 1.33 US gpm P31, f=15.60 8 P32, f=13.20 P33, f=12. 00 P34, f=10.80 P35, f=9.60 P36, f=3.40 N84 750 Oft N83 75O. OR N73 761 t N72 753 1 N78 748. Oft N79 753.Oft N80 757 Oft 16 4152 psi. g 16. 4149 psi. g 11.6554 i. g 15.1161 i. g 17.2791 psi. g 15. 11 54 Psi. g 15. 5479 psi. g J( $ 0 N 52 761.0 t N 51 753. 11. 5112 ps. g:� 150162 ps. S g� I N19 760.0 t N17 752.0 t 4. 3300 psi. 4. 3300 psi. W-10 6O Oft I W-9 602. Ft 71.3923 Psi 69.2290 psi 120 US gpm 120 US gpm Sheet 9 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS CLEAN WATER INFILTRATION SYSTEM CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC J U f= flow in US gpm u ©>❑�. 0 ❑' 00 2.3 30 38 N60 754. N61 758. N63 635. 14.6266 .g 12.8953 g 66.1121 .g S i i i i a a a a a N3 753.01 N3 757.O t N4 63d.01 �. 00 psi. �. 00 psi. ,�. 00 psiw2ftW-18 JN375 JI; 60 Oft W-19 6 Oit Oit -34 529.Oit69.2290 ps68. 7964 psi 9.7593 psi. g m1.23 US gpm 120 US gpm 120 US gpm 120 US gpm 12flUSgpm4037, f=7.20 P33, f�.00 P39, f�.80 Pd0, f�.30 Pd1, f=3.60 P42, f=2.40=1.20 E N80 752. Oft N31 754.Of1 N82 758.Oft N189 758.Oft7K N83 74 1 N82 7 t N81 649.Oft N84 635.Of1 15.5479 psi.g 14.6322 psi.g 12.9514 psi.g 12.9514 ps i.g 20.7;5 i.g 36.3W i.g 60. 1104 psi 66.1677 psi.g N86, 635.Oft - p=90001 psi.g N62 79. N61 7i4. N 181, 758.Oft 20.6329 ps. g� 36.25, ps.g* p= 0. 0051 psi. g S S T T N39739.0t o N37703.0t o 4.3300 psi. 1 4.3300 psi. IW40 6 Oft IW-39 64 Oft 41.9714 psi 31.5876 psi 1 20 US gpm 1 20 US gpm Sheet 10 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS CLEAN WATER INFILTRATION SYSTEM PIPES CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC Pipe ID Pipe Name and Notes Material Inner Diameter (inch) Length (ft) Vol Flow (gpm) Velocity (ft/sec) Friction Loss (ft.hd) Entry Fitt. Loss (ft.hd) Exit Fitt. Loss (ft.hd) Valve Loss (ft.hd) dP Total Loss (psi) 1 IW-01 6" Steel (ANSI) Sch. 80 5.76 139 1.2 0.02 0.00 0.00 0.00 0.00 -60.14 22 WH-01 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 51.53 21.87 43 HEADER01 3/4" HDPE SDR 9 0.80 25 1.2 0.76 0.13 0.03 0.00 0.00 0.07 2 IW-02 6" Steel (ANSI) Sch. 80 5.76 127 1.2 0.02 0.00 0.00 0.00 0.00 -54.95 23 WH-02 3/4" HDPE SDR 9 0.80 1 1 1.2 0.76 0.01 0.01 0.00 64.53 1 27.49 44 HEADER02 3/4" HDPE SDR 9 0.80 25 1.2 0.76 0.13 0.03 0.00 0.00 0.07 3 IW-03 6" Steel (ANSI) Sch. 80 5.76 127 1.2 0.02 0.00 0.00 0.00 0.00 -54.95 24 WH-03 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 61.53 26.19 45 HEADER03 3/4" HDPE SDR 9 0.80 25 1.2 0.76 0.13 0.03 0.00 0.00 0.07 4 IW-04 6" Steel (ANSI) Sch. 80 5.76 135 1.2 0.02 0.00 0.00 0.00 0.00 -58.41 25 WH-04 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 52.53 22.30 46 HEADER04 3/4" HDPE SDR 9 0.80 25 1.2 0.76 0.13 0.03 0.00 0.00 0.07 5 IW-05 6" Steel (ANSI) Sch. 80 5.76 124 1.2 0.02 0.00 0.00 0.00 0.00 -53.65 26 WH-05 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 61.53 26.20 47 HEADER05 3/4" HDPE SDR 9 0.80 25 1.2 0.76 0.13 0.03 0.00 0.00 0.07 6 IW-06 6" Steel (ANSI) Sch. 80 5.76 123 1.2 0.02 0.00 0.00 0.00 0.00 -53.22 27 WH-06 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 63.54 27.06 48 HEADER06 3/4" HDPE SDR 9 0.80 25 1.2 0.76 0.13 0.03 0.00 0.00 0.07 7 IW-07 6" Steel (ANSI) Sch. 80 5.76 132 1.2 0.02 0.00 0.00 0.00 0.00 -57.11 28 WH-07 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 53.55 22.74 49 HEADER07 3/4" HDPE SDR 9 0.80 25 1.2 0.76 0.13 0.03 0.00 0.00 0.07 8 IW-08 6" Steel (ANSI) Sch. 80 5.76 141 1.2 0.02 0.00 0.00 0.00 0.00 -61.01 29 WH-08 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 42.56 17.99 50 HEADER08 3/4" HDPE SDR 9 0.80 25 1.2 0.76 0.13 0.03 0.00 0.00 0.07 9 IW-09 6" Steel (ANSI) Sch. 80 5.76 150 1.2 0.02 0.00 0.00 0.00 0.00 -64.90 30 WH-09 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 25.69 10.69 51 HEADER09 3/4" HDPE SDR 9 0.80 40 1.2 0.76 0.20 0.03 0.00 0.00 0.10 10 IW-10 6" Steel (ANSI) Sch. 80 5.76 155 1.2 0.02 0.00 0.00 0.00 0.00 -67.06 31 WH-10 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 17.59 7.18 52 HEADER10 3/4" HDPE SDR 9 0.80 60 1.2 0.76 0.31 0.03 0.00 0.00 0.14 11 IW-11 6" Steel (ANSI) Sch. 80 5.76 153 1.2 0.02 0.00 0.00 0.00 0.00 -66.20 32 WH-11 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 15.61 6.33 53 HEADER11 3/4" HDPE SDR 9 0.80 55 1.2 0.76 0.28 0.03 0.00 0.00 8.79 12 IW-12 6" Steel (ANSI) Sch. 80 5.76 151 1.2 0.02 0.00 0.00 0.00 0.00 -64.90 33 WH-12 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 17.59 7.19 54 HEADER12 3/4" HDPE SDR 9 0.80 60 1.2 0.76 0.31 0.03 0.00 0.00 0.14 13 IW-13 6" Steel (ANSI) Sch. 80 5.76 143 1.2 0.02 0.00 0.00 0.00 0.00 -61.87 34 WH-13 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 23.55 9.76 55 HEADER13 3/4" HDPE SDR 9 0.80 70 1.2 0.76 0.36 0.03 0.00 0.00 0.17 14 IW-14 6" Steel (ANSI) Sch. 80 5.76 145 1.2 0.02 0.00 0.00 0.00 0.00 -62.74 35 WH-14 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 21.53 8.89 56 HEADER14 3/4" HDPE SDR 9 0.80 75 1.2 0.76 0.38 0.03 0.00 0.00 0.18 15 IW-15 6" Steel (ANSI) Sch. 80 5.76 151 1.2 0.02 0.00 0.00 0.00 0.00 -65.33 36 WH-15 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 30.84 12.92 57 HEADER15 3/4" HDPE SDR 9 0.80 10 1.2 0.76 0.05 0.03 0.00 0.00 0.03 16 IW-16 6" Steel (ANSI) Sch. 80 5.76 157 1.2 0.02 0.00 0.00 0.00 0.00 -67.93 37 WH-16 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 25.79 10.73 58 HEADER16 3/4" HDPE SDR 9 0.80 20 1.2 0.76 0.10 0.03 0.00 0.00 0.06 17 IW-17 6" Steel (ANSI) Sch. 80 5.76 151 1.2 0.02 0.00 0.00 0.00 0.00 -65.33 38 WH-17 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 26.79 11.16 59 HEADER17 3/4" HDPE SDR 9 0.80 20 1.2 0.76 0.10 0.03 0.00 0.00 0.06 18 IW-18 6" Steel (ANSI) Sch. 80 5.76 151 1.2 0.02 0.00 0.00 0.00 0.00 -64.90 39 WH-18 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 24.79 10.30 60 HEADER18 3/4" HDPE SDR 9 0.80 20 1.2 0.76 0.10 0.03 0.00 0.00 0.06 19 IW-19 6" Steel (ANSI) Sch. 80 5.76 149 1.2 0.02 0.00 0.00 0.00 0.00 -64.47 40 WH-19 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 20.79 8.57 61 HEADER19 3/4" HDPE SDR 9 0.80 20 1.2 0.76 0.10 0.03 0.00 0.00 0.06 20 IW-20 6" Steel (ANSI) Sch. 80 5.76 155 1.2 0.02 0.00 0.00 0.00 0.00 -67.06 41 WH-20 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 15.71 6.37 62 HEADER20 3/4" HDPE SDR 9 0.80 25 1.2 0.76 0.13 0.03 0.00 0.00 0.07 187 IW-21 6" Steel (ANSI) Sch. 80 5.76 147 1.2 0.02 0.00 0.00 0.00 0.00 -63.60 188 WH-21 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 24.72 10.27 63 HEADER21 3/4" HDPE SDR 9 0.80 15 3.6 2.28 0.51 0.23 0.00 0.00 0.32 42 IW-22 6" Steel (ANSI) Sch. 80 5.76 147 1.2 0.02 0.00 0.00 0.00 0.00 -63.60 Page 1 of 3 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS CLEAN WATER INFILTRATION SYSTEM PIPES CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC Pipe ID Pipe Name and Notes Material Inner Diameter (inch) Length (ft) Vol Flow (gpm) Velocity (ft/sec) Friction Loss (ft.hd) Entry Fitt. Loss (ft.hd) Exit Fitt. Loss (ft.hd) Valve Loss (ft.hd) dP Total Loss (psi) 21 WH-22 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 25.17 10.46 84 HEADER22 3/4" HDPE SDR 9 0.80 20 2.4 1.52 0.34 0.10 0.00 0.00 0.19 87 IW-23 6" Steel (ANSI) Sch. 80 5.76 145 1.2 0.02 0.00 0.00 0.00 0.00 -62.74 88 WH-23 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 28.84 12.05 89 HEADER23 3/4" HDPE SDR 9 0.80 10 1.2 0.76 0.05 0.03 0.00 0.00 0.03 90 IW-24 6" Steel (ANSI) Sch. 80 5.76 138 1.2 0.02 0.00 0.00 0.00 0.00 -59.71 91 WH-24 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 34.69 15.01 92 HEADER24 3/4" HDPE SDR 9 0.80 40 1.2 0.76 0.20 0.03 0.00 0.00 0.10 77 IW-25 6" Steel (ANSI) Sch. 80 5.76 138 1.2 0.02 0.00 0.00 0.00 0.00 -59.71 94 WH-25 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 33.33 14.00 101 HEADER25 3/4" HDPE SDR 9 0.80 40 1.2 0.76 0.20 0.03 0.00 0.00 -4.23 78 IW-26 6" Steel (ANSI) Sch. 80 5.76 138 1.2 0.02 0.00 0.00 0.00 0.00 -59.71 95 WH-26 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 32.65 13.70 93 HEADER26 3/4" HDPE SDR 9 0.80 25 1.2 0.76 0.13 0.03 0.00 0.00 0.07 79 IW-27 6" Steel (ANSI) Sch. 80 5.76 138 1.2 0.02 0.00 0.00 0.00 0.00 -59.27 96 WH-27 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 32.80 13.77 103 HEADER27 3/4" HDPE SDR 9 0.80 60 2.4 1.52 1.02 0.10 0.00 0.00 -3.84 80 IW-28 6" Steel (ANSI) Sch. 80 5.76 138 1.2 0.02 0.00 0.00 0.00 0.00 -59.71 97 WH-28 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 34.60 14.54 104 HEADER28 3/4" HDPE SDR 9 0.80 20 1.2 0.76 0.10 0.03 0.00 0.00 -4.27 81 IW-29 6" Steel (ANSI) Sch. 80 5.76 145 1.2 0.02 0.00 0.00 0.00 0.00 -62.74 98 WH-29 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 28.41 11.86 105 HEADER29 3/4" HDPE SDR 9 0.80 25 1.2 0.76 0.13 0.03 0.00 0.00 0.07 82 IW-30 6" Steel (ANSI) Sch. 80 5.76 145 1.2 0.02 0.00 0.00 0.00 0.00 -62.74 99 WH-30 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 28.56 11.93 106 HEADER30 3/4" HDPE SDR 9 0.80 15 2.4 1.52 0.25 0.10 0.00 0.00 0.15 83 IW-31 6" Steel (ANSI) Sch. 80 5.76 147 1.2 0.02 0.00 0.00 0.00 0.00 -63.60 100 WH-31 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 23.82 9.88 107 HEADER31 3/4" HDPE SDR 9 0.80 15 1.2 0.76 0.08 0.03 0.00 0.00 0.04 108 IW-32 6" Steel (ANSI) Sch. 80 5.76 140 1.2 0.02 0.00 0.00 0.00 0.00 -60.57 109 WH-32 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 28.78 12.02 110 HEADER32 3/4" HDPE SDR 9 0.80 25 1.2 0.76 0.13 0.03 0.00 0.00 0.07 111 IW-33 6" Steel (ANSI) Sch. 80 5.76 145 1.2 0.02 0.00 0.00 0.00 0.00 -62.74 112 WH-33 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 24.80 10.30 113 HEADER33 3/4" HDPE SDR 9 0.80 20 1.2 0.76 0.10 0.03 0.00 0.00 0.06 114 IW-34 6" Steel (ANSI) Sch. 80 5.76 105 1.2 0.02 0.00 0.00 0.00 0.00 -45.43 115 WH-34 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 143.78 61.78 116 HEADER34 3/4" HDPE SDR 9 0.80 20 1.2 0.76 0.10 0.03 0.00 0.00 0.06 117 IW-35 6" Steel (ANSI) Sch. 80 5.76 38 1.2 0.02 0.00 0.00 0.00 0.00 -16.44 124 WH-35 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 23.56 9.77 131 HEADER35 3/4" HDPE SDR 9 0.80 15 2.4 1.52 0.25 0.10 0.00 0.00 0.15 118 IW-36 6" Steel (ANSI) Sch. 80 5.76 50 1.2 0.02 0.00 0.00 0.00 0.00 -21.63 125 WH-36 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 17.93 7.33 132 HEADER36 3/4" HDPE SDR 9 0.80 5 1.2 0.76 0.03 0.03 0.00 0.00 0.02 119 IW-37 6" Steel (ANSI) Sch. 80 5.76 38 1.2 0.02 0.00 0.00 0.00 0.00 -16.44 126 WH-37 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 34.93 14.69 133 HEADER37 3/4" HDPE SDR 9 0.80 5 1.2 0.76 0.03 0.02 0.00 0.00 0.02 120 IW-38 6" Steel (ANSI) Sch. 80 5.76 22 1.2 0.02 0.00 0.00 0.00 0.00 -9.52 127 WH-38 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 129.78 55.72 134 HEADER38 3/4" HDPE SDR 9 0.80 20 1.2 0.76 0.10 0.03 0.00 0.00 0.06 121 IW-39 6" Steel (ANSI) Sch. 80 5.76 63 1.2 0.02 0.00 0.00 0.00 0.00 -27.26 128 WH-39 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 74.78 31.93 135 HEADER39 3/4" HDPE SDR 9 0.80 20 1.2 0.76 0.10 0.03 0.00 0.00 0.06 122 IW-40 6" Steel (ANSI) Sch. 80 5.76 87 1.2 0.02 0.00 0.00 0.00 0.00 -37.64 129 WH-40 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 38.78 16.35 136 HEADER40 3/4" HDPE SDR 9 0.80 20 1.2 0.76 0.10 0.03 0.00 0.00 0.06 123 IW-41 6" Steel (ANSI) Sch. 80 5.76 202 1.2 0.02 0.00 0.00 0.00 0.00 -87.40 130 WH-41 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 49.59 21.03 137 HEADER41 3/4" HDPE SDR 9 0.80 25 1.2 0.76 0.13 0.03 0.00 0.00 0.07 138 IW-42 6" Steel (ANSI) Sch. 80 5.76 208 1.2 0.02 0.00 0.00 0.00 0.00 -89.99 139 WH-42 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 41.59 17.57 140 HEADER42 3/4" HDPE SDR 9 0.80 25 1.2 0.76 0.13 0.03 0.00 0.00 0.07 141 IW-43 6" Steel (ANSI) Sch. 80 5.76 211 1.2 0.02 0.00 0.00 0.00 0.00 -91.29 142 WH-43 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 38.60 16.27 Page 2 of 3 APPENDIX O - PROPOSED REMEDIAL ALTERNATIVE DESIGN CALCULATIONS CLEAN WATER INFILTRATION SYSTEM PIPES CORRECTIVE ACTION PLAN UPDATE BELEWS CREEK STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELEWS CREEK, NC Pipe ID Pipe Name and Notes Material Inner Diameter (inch) Length (ft) Vol Flow (gpm) Velocity (ft/sec) Friction Loss (ft.hd) Entry Fitt. Loss (ft.hd) Exit Fitt. Loss (ft.hd) Valve Loss (ft.hd) dP Total Loss (psi) 143 HEADER43 3/4" HDPE SDR 9 0.80 25 1.2 0.76 0.13 0.03 0.00 0.00 0.07 144 IW-44 6" Steel (ANSI) Sch. 80 5.76 204 1.2 0.02 0.00 0.00 0.00 0.00 -88.26 145 WH-44 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 43.60 18.87 146 HEADER44 3/4" HDPE SDR 9 0.80 25 1.2 0.76 0.13 0.03 0.00 0.00 0.07 150 IW-45 6" Steel (ANSI) Sch. 80 5.76 211 1.2 0.02 0.00 0.00 0.00 0.00 -91.29 151 WH-45 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 36.60 15.41 152 HEADER45 3/4" HDPE SDR 9 0.80 25 1.2 0.76 0.13 0.03 0.00 0.00 0.07 153 IW-46 6" Steel (ANSI) Sch. 80 5.76 223 1.2 0.02 0.00 0.00 0.00 0.00 -96.48 154 WH-46 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 23.61 9.79 155 HEADER46 3/4" HDPE SDR 9 0.80 25 1.2 0.76 0.13 0.03 0.00 0.00 0.07 156 IW-47 6" Steel (ANSI) Sch. 80 5.76 221 1.2 0.02 0.00 0.00 0.00 0.00 -95.62 157 WH-47 3/4" HDPE SDR 9 0.80 1 1.2 0.76 0.01 0.01 0.00 27.59 11.51 158 HEADER47 3/4" HDPE SDR 9 0.80 25 1.2 0.76 0.13 0.03 0.00 0.00 0.07 184 HZ-1 6" Steel (ANSI) Sch. 80 5.76 1260 110.0 1.35 1.59 0.00 0.03 0.00 -24.83 185 WH HZ-1 4" HDPE SDR 9 3.44 1 110.0 3.80 0.01 0.11 0.00 179.08 77.10 186 HEADER HZ-1 4" HDPE SDR 9 3.44 300 110.0 3.80 4.24 0.55 0.00 0.00 -77.11 65 Pi 4" HDPE SDR 9 3.44 210 1.2 0.04 0.00 0.00 0.00 0.00 -7.35 64 P2 4" HDPE SDR 9 3.44 230 2.4 0.08 0.00 0.00 0.00 0.00 -7.35 66 P3 8" HDPE SDR 9 6.60 210 54.0 0.51 0.04 0.00 0.00 0.00 -6.91 72 P4 4" HDPE SDR 9 3.44 100 19.2 0.66 0.06 0.01 0.00 0.00 0.46 73 P5 4" HDPE SDR 9 3.44 140 18.0 0.62 0.08 0.00 0.00 0.00 -1.26 166 P6 4" HDPE SDR 9 3.44 180 7.2 0.25 0.02 0.00 0.00 0.00 -2.15 165 P7 4" HDPE SDR 9 3.44 70 6.0 0.21 0.01 0.00 0.00 0.00 -5.62 164 P8 4" HDPE SDR 9 3.44 70 4.8 0.17 0.00 0.00 0.00 0.00 -3.46 163 P9 4" HDPE SDR 9 3.44 65 3.6 0.12 0.00 0.00 0.00 0.00 2.60 162 P10 4" HDPE SDR 9 3.44 65 2.4 0.08 0.00 0.00 0.00 0.00 -1.30 161 Pll 4" HDPE SDR 9 3.44 70 1.2 0.04 0.00 0.00 0.00 0.00 -3.46 74 P12 4" HDPE SDR 9 3.44 180 10.8 0.37 0.04 0.00 0.00 0.00 -3.88 75 P13 4" HDPE SDR 9 3.44 160 9.6 0.33 0.03 0.00 0.00 0.00 -6.48 76 P14 4" HDPE SDR 9 3.44 50 8.4 0.29 0.01 0.00 0.00 0.00 -4.76 102 P15 4" HDPE SDR 9 3.44 70 7.2 0.25 0.01 0.00 0.00 0.00 -4.32 147 P16 4" HDPE SDR 9 3.44 60 6.0 0.21 0.01 0.00 0.00 0.00 0.87 148 P17 4" HDPE SDR 9 3.44 65 4.8 0.17 0.00 0.00 0.00 0.00 3.90 149 P18 4" HDPE SDR 9 3.44 70 3.6 0.12 0.00 0.00 0.00 0.00 -3.89 159 P19 4" HDPE SDR 9 3.44 65 2.4 0.08 0.00 0.00 0.00 0.00 -1.30 160 P20 4" HDPE SDR 9 3.44 55 1.2 0.04 0.00 0.00 0.00 0.00 5.62 71 P21 8" HDPE SDR 9 6.60 20 34.8 0.33 0.00 0.00 0.00 0.00 -2.16 67 P22 8" HDPE SDR 9 6.60 30 33.6 0.32 0.00 0.00 0.00 0.00 -0.86 68 P23 8" HDPE SDR 9 6.60 65 32.4 0.30 0.00 0.00 0.00 0.00 -2.16 69 P24 8" HDPE SDR 9 6.60 30 31.2 0.29 0.00 0.00 0.00 0.00 4.76 70 P25 8" HDPE SDR 9 6.60 10 30.0 0.28 0.00 0.00 0.00 0.00 -2.60 167 P26 8" HDPE SDR 9 6.60 15 27.6 0.26 0.00 0.00 0.00 0.00 -0.43 168 P27 8" HDPE SDR 9 6.60 40 26.4 0.25 0.00 0.00 0.00 0.00 0.43 169 P28 8" HDPE SDR 9 6.60 35 22.8 0.21 0.00 0.00 0.00 0.00 -5.19 170 P29 8" HDPE SDR 9 6.60 20 20.4 0.19 0.00 0.00 0.00 0.00 4.33 171 P30 8" HDPE SDR 9 6.60 35 16.8 0.16 0.00 0.00 0.00 0.00 -1.30 172 P31 8" HDPE SDR 9 6.60 25 15.6 0.15 0.00 0.00 0.00 0.00 0.00 173 P32 8" HDPE SDR 9 6.60 30 13.2 0.12 0.00 0.00 0.00 0.00 4.76 174 P33 8" HDPE SDR 9 6.60 100 12.0 0.11 0.00 0.00 0.00 0.00 -3.46 175 P34 8" HDPE SDR 9 6.60 75 10.8 0.10 0.00 0.00 0.00 0.00 -2.16 176 P35 8" HDPE SDR 9 6.60 80 9.6 0.09 0.00 0.00 0.00 0.00 2.16 177 P36 8" HDPE SDR 9 6.60 75 8.4 0.08 0.00 0.00 0.00 0.00 -0.43 178 P37 8" HDPE SDR 9 6.60 90 7.2 0.07 0.00 0.00 0.00 0.00 0.87 179 P38 8" HDPE SDR 9 6.60 80 6.0 0.06 0.00 0.00 0.00 0.00 1.73 180 P39 8" HDPE SDR 9 6.60 50 4.8 0.05 0.00 0.00 0.00 0.00 0.00 191 P40 8" HDPE SDR 9 6.60 1130 4.8 0.05 0.00 0.00 0.00 0.00 -7.79 181 P41 8" HDPE SDR 9 6.60 170 3.6 0.03 0.00 0.00 0.00 0.00 -15.58 182 P42 8" HDPE SDR 9 6.60 110 2.4 0.02 0.00 0.00 0.00 0.00 -23.80 183 P43 8" HDPE SDR 9 6.60 50 1.2 0.01 0.00 0.00 0.00 0.00 -6.06 Notes: ft - foot qpm - gallons per minute sec - second psi- pounds per square inch ft. hd - feet of head HDPE - high density polyethelyne SDR - standard dimension ratio ANSI - American National Standards Institute Sch - schedule dP - chanqe of pressure Prepared by: LL Checked by: GTC Page 3 of 3