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HomeMy WebLinkAboutSW3171205 - Braeburn (5)6. Storm Drainage Calculations Storm System A Tabulation Report & Profiles Storm Sewer Tabulation Page 1 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd / Rim Elev Line ID coeff (1) flow full Line To Incr Total Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up Line (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) N (ft) (ft) (ft) (ft) (ft) (ft) 1 End 60 130 023 1073 060 014 644 50 187 4.6 2943 3883 703 30 076 611 00 611 46 61317 61331 61496 61837 A2 -A1 2 1 131 840 053 8.71 060 032 522 50 183 46 2410 31 42 697 30 050 611 66 61232 61331 61399 61837 61853 A3 -A2 3 2 26 320 058 818 060 035 491 50 182 46 2268 31 42 686 30 050 61252 61265 61409 61427 61853 61853 A4 -A3 4 3 139 347 071 454 060 043 272 50 175 47 1282 31 42 498 30 050 61285 61355 61427 61475 61853 61835 A5 -A4 5 4 125 000 040 262 060 024 1 57 50 172 48 747 1315 664 18 1 34 61455 61622 61536 61728 61835 62013 A6 -A5 6 5 120 000 038 222 060 023 1 33 50 167 48 639 1269 568 18 1 24 61642 61791 61728 61889 62013 621 82 A7 -A6 7 6 115 249 034 1 84 060 021 1 10 50 162 49 537 1099 536 18 0.93 61811 61919 61889 62008 621.82 62290 A8 -A7 8 7 122 678 054 1 50 060 032 090 50 158 49 442 648 532 15 086 61944 62049 62019 621 34 62290 62466 A9 -A8 9 8 184 139 028 073 060 017 044 50 73 64 281 752 426 15 1 16 62069 62282 621 34 62349 62466 62676 A28 -A9 10 9 34.320 0 13 013 060 008 008 50 50 70 053 495 1 90 15 050 62302 62319 62349 62348 62676 62676 A33 -A28 11 9 154 361 032 032 060 019 019 50 50 70 1 36 848 327 15 147 62302 62529 62349 62575 62676 62873 A29 -A28 12 3 88 164 043 1 93 060 026 1 16 50 79 6.3 7.28 1088 607 18 091 61385 61466 61475 61570 61853 61940 A16 -A4 13 12 221 499 014 1 07 060 009 064 50 69 65 420 868 594 15 1 54 61516 61857 61577 61940 61940 62252 A17 -A16 14 13 86 448 004 051 060 002 030 50 61 6.7 205 897 372 15 1 64 61882 62024 61940 62081 62252 62388 A18 -A17 15 14 70 095 007 047 060 004 028 50 53 69 1 94 659 418 15 089 62044 621 06 62090 621 62 62388 62496 A19 -A18 16 15 26 320 040 040 060 024 024 50 50 70 1 68 495 359 15 050 621 26 621 39 621 76 621 91 62496 62496 A20 -A19 17 8 34 320 0 19 023 060 Oil 014 50 151 50 070 492 1 91 15 050 62069 62086 621 34 621 19 62466 62466 A10 -A9 18 17 85 952 004 004 060 002 002 50 50 70 0 17 495 1 89 15 050 621 06 621 49 621 22 621.65 624.66 62569 A11 -A10 19 1 155 000 033 1 79 060 020 1 07 50 72 64 692 11 77 6 18 18 1 07 61466 61632 61549 61734 61837 62023 Al2-A2 20 19 237552 0 13 1 47 060 008 088 50 61 67 592 1238 555 18 1 18 61652 61933 61734 62027 62023 62383 A13-Al2 21 20 105 330 029 1 34 060 017 080 50 55 69 552 8.04 490 18 050 61953 62006 62045 62097 62383 62459 A14 -A13 22 21 105 330 1 05 1 05 060 063 063 50 50 70 442 495 455 15 050 62031 62084 621 23 621 76 62459 62427 A15 -A14 Project File STORM A stm Number of lines 32 Run Date 12/11/2017 NOTES Intensity = 84 35 / (Inlet time + 15 10) A 0 83, Return period =Yrs 10 c = cir e = ellip b = box Storm Sewers v10 40 Storm Sewer Tabulation Page 2 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd / Rim Elev Line ID coeff (I) flow full Line To Incr Total Incr Total Inlet Syst Stze Slope D Up Dn Up Dn Up Line (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft) 23 13 26 320 042 042 060 025 025 50 50 70 179 495 342 15 050 61882 61896 61940 61949 62252 62252 A32 -A17 24 3 191 297 0 15 1 13 060 0.09 068 50 74 64 435 759 566 15 1 18 61410 61635 61478 61719 61853 62025 A21 -A4 25 24 66 105 021 069 060 013 041 50 69 65 270 667 417 15 091 61655 61715 61719 61781 62025 62089 A22 -A21 26 25 99 205 033 048 060 020 029 50 59 68 195 495 375 15 050 61735 61785 61790 61840 62089 621 86 A23 -A22 27 26 26 320 014 014 060 009 009 50 50 70 061 670 239 15 092 61805 61829 61840 61860 621.86 62186 A24 -A23 28 4 125 000 024 1 21 060 015 073 50 68 66 477 757 583 15 1 17 61480 61626 61552 61715 61835 62039 A25 -A5 29 28 83 189 049 097 060 030 058 50 63 67 387 495 446 15 050 61646 61688 61730 61771 62039 62052 A26 -A25 30 29 131 513 047 047 060 028 028 50 50 70 1 99 736 309 15 1 11 61708 61854 61787 619 10 62052 621 98 A27 -A26 31 24 26 320 029 029 060 0.18 018 50 50 70 1 24 495 259 15 050 61655 61668 61719 61712 62025 62025 A31 -A21 32 12 26 320 043 043 060 026 026 50 50 70 1 81 495 367 15 050 61570 61583 61622 61636 61940 61940 A30 -A16 Project File STORM A stm Number of lines 32 Run Date 12/11/2017 NOTES Intensity = 84 35 / (Inlet time + 15 10) A 0 83, Return period =Yrs 10 , c = cir e = ellip b = box Storm Sewers v10 40 M m CD O m m rn N rn W rn < W V co (D rn —i V O O O O O O O O O O O v O Big fl+DD.00 - O utPall t3rnd. EL 814.3 H Inv, EI. 611.5D In o r o Sta D�bb.13 - L n: 1 © nvm EII. 812. 1 Out � Inv, EL b12.82 In S W M N °�--� Bta i+88.47 - L n:2 -- - --- - - - - - ------ — G) o r o Rirn EI.616.48 Inv,Out `" � n � EI. 613.47 In Eta 2+18,79 - L n: 3 W o Rim EL 616.48 Inv, El. 813.$1 Out l � co Clo Inv, EI. 613.61 In rr Bta 3+b2,H37 - Ln: 4 A Rim EI. H18.H6 0 Inv, EI.814.39 Out Inv, El. 815.39 In O N o I 9fie� #+77.837 -Ln: b o Rim EI. HaD.13 CD o Inv, EI.818.22 Out Inv, El. 81B.d2 In n co 0 � N � Sta 5+@7.837 -Ln: H � Rlrn EI. 831.82 Inv, El. 817.91 Out Inv. EI. 818.11 In V o y - 8ta 7+12.66B -Ln: 7 � � Rim El. 622.9D Inv, EI.819.1>� out Inv, EI. B2D.86 w � Inv, EI.81@.4�1 In P° Inv, El. 621.06 rn co Sta 6+35.084 -Ln: 6 0 CD � N Bta 9+bb.93H - N Rim El. w Rim EI. Hab.b2 �, Inv, EI.621.48 Inv, El. 520.49 Out Inv, EI. 620.88 In co Ste 8+H9.68d - Ln: 17 Rim El. 824-59 Out CD In 00 Ln: 18 0 CD Out 0 rn O m cn rn N rn W w W V W cD � (T —� V O O O O O O O M O 0 Inv, EI. B2D.86 w � Inv, El. 621.06 rn Bta 9+bb.93H - N Rim EI. Hab.b2 �, Inv, EI.621.48 cn O 3 3 Cl) ..S h ED m 0) w m < O O O O O O O O (D O O O ...i O I - --- Sta 0+00.00 Rim El. 518.37 Inv, El. 312.42 Out a Inv. EI. 814.88 In G) r { 0 C) s m r � Sta 1 +55.00 - Ln: 19 o M n' EI.B 6 32 Out III Inv, EI. 616.62 In N O O 1j 1 N cn O 1 w O CD N C7 (T O Sta 3+92.652 - Ln: 20 A Rim El. 823.83 o Inv, El. 819.12 Out Inv. EI. 619.32 In 0 U w d Sta 4+87.982 - Ln: 21 o Rim El. 824.68 Inv, EI. 819.85 Out Inv, El. 520.10 In Y CY0 4 o 4ata 8+03.212 - Ln: 22 Rim El. 824.27 Inv, El. 520.84 Out rn cn W N w 00 w w w w O O O O O O O O O O O O cn O 3 3 Cl) ..S h El CD rn O rn rn N rn iW rn < V W CO CT V � O O O O O O O O O O O O O Bte O+DO,DD - Outsell Grnd. EI. 514,-3S Inv. EI. 511.50 In Ste 0+65.13 - Ln,1 Tg Rim El. 818.37 r Fl I T I I III Inv, El. a12.42 Out O Inv, EI. 614.88 In o4 M G C6 � a s O L7 -d N3 Ste 2+10.13 - Ln; 18 Rim El. 820.23 Inv, EI. 613.32 Out Inv. EI. 818.52 In N O 0 W O O X CD N �w O A O O Sts 4+$7.882 - Ln: 20 A 0 Rim El. 823.3 1w El. 619.182 Out Inv. EI. 619.32 in cn0 Ste 5453.012 - Ln: 21 C:) im El. 824.59 InnInv,El. 81 I 9.85 Out cq Inv. El. 620.10 In rn O O cn 0 o Ste 8458.34;2 - Ln: 22 824.27 Inv. EIRimI. 820.84 Out V O O W O m V O O W N O iW W V W o O M V O O O O O O O O O O O O M CD CD N 0) N CY) N Cl) < N W O P co N co) O O O O O O O O O O v O I O Rim El. 516.45 I lull Inv, 12:11. 813.81 out N In G) r cn 0 m SII r 1 0 0 0 cVn Ln: 24 CD N N 0 Inv. El. 51B.35 Out Inv El. 816.55 In v N N , CJ1 N o Ln: 28 Rim El. HUM Inv. El. 517.15 Out 4 In w 0 w Ln: 28 Rim El. 821.79 Inv, El. 317.85 Out w In 0 W' sta +52-934 Ln: 27 Out C) C) 0, rn Ut rn N rn N rn N rn w N ' W O A co N O 0 /�' @ O 0 0 O 0 O 0 O 0 O 0 m N 0 1 Storm Sewer Profile Elev (ft) 63300 62900 62500 621 00 61700 Proj file STORM A stm 61300 - 0 25 50 63300 62900 62500 621 00 61700 61300 75 100 125 150 175 200 225 250 275 300 325 350 EGL Reach (ft) Storm Sewers Storm Sewer Profile Elev. (ft) 64200 63700 63200 62700 62200 61700 0 an Prod. file- STORM A stm C1IR-*QQD p CD Cf 0 m M o W ui W E :,; a+ r6 = 5 m M, LM KO CV C"9 ®mm c'�'1 LUWW "* 9aa ,s � =5 m C?N Cow - uiW E� n_ E ----- 154 25 50 75 - HGL EGL 54200 63700 63200 62700 62200 61700 100 125 150 175 200 225 250 275 300 325 350 Reach (ft) Storm Sewers Storm Sewer Profile Proj file: STORM A.stm Elev (ft) � a O e6,6 CDLd *nwuiw o Ww 62800 62800 62500 62500 62200 62200 61900 ---- 61900 61600 —61600 61300 61300 0 10 20 HGL EGL 30 40 50 60 70 80 Reach (ft) 90 100 Storm Sewers Storm Sewer Profile Proj. file STORM A stm Elev (ft) E �Ln� wuiW W c c a J 0 01 P wLU WE 62900 62900 62600 62600 62300 62300 62000 -62000 61700 61700 :Jd11L - 1T0- 1 Q:.30 61400 0 10 20 HGL EGL 30 -61400 40 50 60 70 80 90 100 Reach (ft) Storm Sewers Storm Sewer Profile Proj. file: STORM A stm Elev. (ft) 5 CA = U3lo't to M C? o omuiw n _ N a C ❑ Iq W Cm lCl V ® .m ; wW 631 00 631 00 62800 62800 62500 62500 62200 62200 — ---- 61900 61900 61600 61600 0 10 HGL 20 30 EGL 40 50 60 70 80 90 100 Reach (ft) Storm Sewers Storm Sewer Profile Proj. file: STORM A stm Elev (ft) to C) O @ $ *�wuiw cc Q e- �� C%! EMM ® ww of= 63600 63600 63300 63300 63000 63000 62700 62700 — 62400 62400 3fA::i�xfCf�S" ��0:5d7iG 621 00 621 00 0 10 HGL 20 30 40 50 60 70 80 EGL Reach (ft) 90 100 Storm Sewers B. Storm System B Tabulation Report & Profiles Storm Sewer Tabulation Page 1 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd / Rim Elev Line ID coeff (1) flow full Line To Incr Total Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up Line (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) M (ft) (ft) (ft) (ft) (ft) (ft) 1 End 223 139 043 31 51 0 60 026 1890 5 0 26 2 3 9 7316 1490 871 42 1 87 60000 60417 60309 60685 60396 61472 132-131 2 1 131 840 042 31 07 0 60 025 1864 5 0 260 3 9 7250 1414 9 59 42 1 68 60437 60659 60685 60925 61472 61550 63-132 3 2 135 245 004 2829 060 002 1697 5 0 257 3 9 6636 7707 8 92 42 050 60679 60747 60929 61002 61550 61810 134-133 4 3 26 320 003 2826 060 002 1695 5 0 257 3 9 6634 7707 892 42 050 60767 60780 610 17 61035 618 10 61810 135-134 5 4 52 569 0 01 2822 060 0 01 1693 5 0 256 3 9 6640 7706 8 92 42 050 60800 60826 61050 61081 618 10 61903 66-135 6 5 89 048 0 10 28 21 060 006 1693 5 0 254 3 9 66.61 7707 8 93 42 050 60846 60890 61097 611 46 61903 61831 137-136 7 6 90 952 005 2755 060 003 1653 5 0 252 3 9 6528 7751 890 42 0 51 60910 60956 611 56 61209 618.31 619 02 B8 -B7 8 7 52 577 028 2750 060 0 17 1650 5 0 251 4 0 6529 7707 8 87 42 050 60976 61002 61223 61255 61902 61948 139-138 9 8 26 320 0 34 26.13 060 020 1568 5 0 251 4 0 6211 7707 874 42 050 61022 61035 61260 61282 61948 61948 B10 -B9 10 9 52 571 005 2579 060 003 1548 5 0 250 4 0 61 44 7707 8 71 42 050 61055 61082 61292 61327 61948 61903 611-1310 11 10 92 639 032 2575 0 60 019 1545 5 0 248 4 0 61 56 7707 8 71 42 050 611 02 611 48 61338 61394 61903 61829 B12 -B11 12 11 121 830 070 1786 060 042 1071 5 0 245 4 0 4292 51 09 8 04 36 050 611.98 61259 61409 61472 61829 61763 1313-1312 13 12 131 840 0 41 1538 060 025 923 5 0 242 4 0 3720 51 09 762 36 050 61279 61345 61472 61543 61763 61875 1314-1313 14 13 26 320 0 58 1497 060 0 35 8 98 5 0 242 4 0 3626 51 10 7 63 36 050 61365 61378 615 52 61574 61875 618 81 1315-1314 15 14 131 840 044 1294 060 026 7 76 5 0 238 4 1 31 57 51 09 7 19 36 050 61398 61464 61574 61646 61881 619 47 B16 -B15 16 15 131 840 0 35 1095 0.60 021 657 5 0 235 4 1 2689 41 12 8 09 30 086 61518 61631 61665 61807 61947 62242 617-616 17 16 26 320 059 1060 060 035 6 36 5 0 235 4 1 26 05 31 42 7 15 30 050 61651 61664 61825 61838 62242 62242 1318-B17 18 17 134 953 000 806 000 0 00 4 84 0 0 231 4 1 1999 31 42 6 60 30 050 61696 61763 61840 61915 62242 62534 1348-1318 19 18 121 438 013 676 060 008 4 06 5 0 227 4 2 1691 3577 624 30 0 65 61783 61862 61915 62001 62534 62531 652-1348 20 19 83 863 0 39 663 060 023 3 98 5 0 224 4 2 1668 31 42 6 25 30 0 50 61882 61924 62011 62062 62531 62497 1353-1352 21 20 58 687 029 624 060 017 375 5 0 222 4 2 1578 31 41 6 15 30 050 61944 61973 62069 621 07 62497 62461 1354-1353 22 21 26 320 0 51 540 060 0 31 324 5 0 8 9 6 1 1970 31 42 657 30 050 61973 61986 621 17 621 37 62461 624.61 1355-1354 Project File. New stm Number of lines 83 Run Date 12/11/2017 NOTES Intensity = 84 35 / (Inlet time + 15 10) ^ 0 83, Return period =Yrs 10 c = ar e = ellip b = box Storm Sewers v10 40 Storm Sewer Tabulation Page 2 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd / Rim Elev Line ID coeff (1) flow full Line To Incr Total Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up Line (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) M (ft) (ft) (ft) (ft) (ft) (ft) 23 22 153 124 020 311 060 012 1 87 50 68 65 1220 21 01 641 24 074 62036 621 49 621 45 62274 62461 62592 B56 -B55 24 23 103 843 029 291 060 017 1 75 50 64 67 11 63 21 62 629 24 078 621 67 62248 62274 62370 62592 62697 B57 -B56 25 24 144 369 013 262 060 008 1 57 50 57 68 1077 1733 571 24 050 62268 62340 62382 62458 62697 62838 B58 -B57 26 25 65 434 016 250 060 010 1 50 50 53 69 1038 3344 618 24 1 86 62360 62482 62458 62597 62838 62964 1359-1358 27 26 34 320 022 233 060 013 1 40 50 52 70 977 1733 555 24 050 62502 62519 62609 62631 62964 62964 1360-659 28 27 26 771 211 211 060 126 1 26 50 50 70 889 1733 539 24 050 62539 62552 62641 62659 62964 63332 B61-1360 29 11 26 330 067 757 060 040 454 50 99 59 2669 51 09 696 36 050 61243 61256 61397 61423 61829 61829 B28-1312 30 29 113 840 083 623 0.60 050 374 50 94 60 2229 3142 682 30 050 61306 61363 61462 61523 61829 61842 629-1328 31 30 125 000 1 94 540 060 1 17 324 50 91 60 1955 2693 833 24 1 21 61417 61568 61543 61727 61842 62013 1330-1329 32 31 180 000 030 346 060 018 208 50 84 62 1284 2893 576 24 1 39 61588 61839 61727 61968 62013 62284 1331-1330 33 32 180 009 066 316 060 040 1 90 50 76 64 1205 2388 638 24 095 61859 62030 61968 621 55 62284 62531 B32 -B31 34 33 154 795 058 250 060 035 1 50 50 68 66 981 1733 556 24 050 62050 621 27 621 58 62239 62531 62572 1333-1332 35 34 57 107 000 1 92 000 000 1 15 00 64 67 766 1773 521 24 052 621 47 621 77 62239 62276 62572 62712 B34 -B33 36 35 127 286 027 1 92 060 016 1 15 50 56 69 792 1733 521 24 050 621 97 62261 62292 62361 62712 62710 B35 -B34 37 36 60 079 022 1 06 060 013 064 50 52 70 445 1254 553 18 122 62311 62384 62373 62465 62710 62753 B83-635 38 37 26 494 084 084 060 050 050 50 50 70 354 495 438 15 050 62409 62422 62487 62501 62753 631 22 684-1383 39 22 131 840 0 18 1 78 060 011 1 07 50 79 63 672 1733 451 24 050 62036 621 02 621 37 621 94 62461 626.42 674-1355 40 39 65 000 016 1 32 060 010 079 50 75 64 507 804 481 18 050 621 52 621 85 62238 62271 62642 62599 B75 -B74 41 40 60 000 032 1 16 0.60 019 070 50 71 65 452 804 464 18 050 62205 62235 62285 62317 62599 625.99 676-675 42 41 118 768 039 084 060 023 050 50 64 66 335 495 433 15 050 62260 62319 62335 62395 62599 62726 1377-1376 43 42 129 520 045 045 060 027 027 50 50 70 1 90 495 3 17 15 050 62339 62404 62409 62458 62726 62767 678-1377 44 36 34 320 059 059 060 036 036 50 50 70 250 492 402 15 050 62336 62353 62399 62416 62710 62710 1336-635 Project File New stm Number of lines 83 Run Date 12/11/2017 NOTES Intensity = 84 35 / (Inlet time + 15 10) ^ 0 83, Return period =Yrs 10 c = cir e = ellip b = box Storm Sewers 00 40 Storm Sewer Tabulation Page 3 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd / Rim Elev Line ID coeff (1) flow full Line To Incr Total Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up Line (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft) 45 21 91 328 019 066 060 011 034 50 214 43 1 44 495 343 15 050 62098 621 43 62144 621 91 62461 62538 1379-1354 46 45 98 761 003 003 060 002 002 50 50 70 012 495 1 70 15 050 621 84 62233 621 97 62247 62538 62659 B80 -B79 47 39 63 171 028 028 060 017 017 50 50 70 1.18 795 391 15 1 29 621 77 62259 62210 62301 62642 62603 1382-1374 48 45 26 320 034 034 060 020 020 50 50 70 144 495 343 15 050 621 68 621 82 62215 62229 62538 62538 B81-679 49 17 80 000 007 076 060 004 045 50 58 68 3 10 1046 565 15 224 61789 61968 61838 62039 62242 62332 1319-1318 50 49 59 140 035 069 060 021 042 50 54 69 287 11 06 518 15 250 61988 621 36 62039 62204 62332 62526 B20-1319 51 50 26 320 034 034 060 021 021 50 50 70 144 495 335 15 050 621 56 621 69 62204 62217 62526 62526 1321-1320 52 14 152 985 028 1 46 060 017 087 50 61 67 586 978 543 18 074 61548 61661 61632 61754 61881 621 05 1341-1315 53 52 160 703 034 088 060 021 053 50 52 70 366 1032 496 15 218 61686 62036 61754 621 13 621 05 62425 1342-1341 54 53 26 320 053 053 060 032 032 50 50 70 225 495 391 15 050 62056 62069 621 15 621 29 62425 62425 643-1342 55 12 168 774 042 1 78 060 025 1 07 50 66 66 705 716 650 15 1 05 61519 61696 61620 61802 61763 62059 1337-1313 56 55 135 421 062 1 36 060 037 082 50 61 67 550 719 580 15 1 06 61716 61859 61802 61954 62059 622.23 638-637 57 56 73 967 008 075 0.60 005 045 50 56 69 307 979 416 15 1 96 61879 62024 61954 62094 62223 62388 B39 -B38 58 57 79 027 067 067 060 040 040 50 50 70 282 520 425 15 055 62044 62088 621 10 621 55 623.88 62432 B40 -B39 59 17 112 344 017 1 19 060 0 10 071 50 65 66 471 640 540 15 084 61789 61883 61869 61971 62242 62395 1363-1318 60 59 234596 036 089 060 022 053 50 53 70 371 495 442 15 050 61903 62020 61984 621 01 62395 62410 1364-663 61 60 27 160 052 052 060 031 031 50 50 70 221 495 292 15 050 62040 62054 621 46 621 13 62410 62428 665-1364 62 59 26 320 0 13 013 060 008 008 50 50 70 054 495 259 15 050 62026 62039 62054 62067 62395 62395 1367-1363 63 18 68 316 050 1 30 060 030 078 50 71 65 506 804 480 18 050 61883 61917 61969 62003 62534 62303 649-1348 64 63 81 203 031 080 060 018 048 50 66 66 316 495 427 15 050 61942 61983 62015 62056 62303 62379 1350-1349 65 64 163 087 049 049 060 030 030 50 50 70 208 496 345 15 050 62003 62085 62070 621 42 62379 62379 1351-1350 66 8 187 505 025 1 09 060 0 15 065 50 70 65 426 613 514 15 077 61604 61748 61681 61832 61948 621 38 1325-139 Project File New stm Number of lines 83 Run Date 12/11/2017 NOTES Intensity = 84 35 / (Inlet time + 15 10) 10 83, Return period =Yrs 10 , c = cir e = ellip b = box Storm Sewers v10 40 �l Storm Sewer Tabulation Page 4 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd / Rim Elev Line ID coeff (I) flow full Line To Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up Line 7ni (ft) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft) 67 66 169 188 0 19 062 060 011 0 31 5 0 5 4 6 9 218 667 366 15 0 91 61768 61922 618 32 61981 621 38 62311 1326-625 68 67 26 320 034 034 060 020 020 5 0 5 0 7 0 143 4 95 342 15 0 50 61942 61955 61988 62002 62311 62311 1327-626 69 15 55 000 042 1 55 060 025 093 5 0 7 8 6 3 5 84 964 539 18 072 61627 61666 61711 61759 61947 61985 B44 -B16 70 69 117 952 026 1 12 060 015 067 5 0 7 3 6 4 433 569 5 01 15 0 66 61691 61769 617.73 61853 61985 621 33 B45 -B44 71 70 103 639 046 087 060 028 052 5 0 6 7 6 6 3 41 537 456 15 059 61789 61850 61861 61924 621 33 62213 1346-645 72 71 140 850 040 040 0 60 024 024 5 0 5 0 7 0 1 70 8 61 343 15 1 51 61870 62083 61924 621 35 62213 62427 B47-1346 73 66 26 320 032 032 0 60 019 019 5 0 5 0 7 0 1 34 4 95 272 15 050 61768 61781 61832 61827 621 38 621 38 B73 -B25 74 52 26 320 0 30 030 060 0 18 018 5 0 5 0 7 0 1 25 495 330 15 050 61735 61748 61778 61792 621 05 621 04 B66 -B41 75 29 200000 024 067 060 015 040 5 0 6 9 6 5 2 61 7 85 4 91 15 1 26 61431 61683 61481 61748 61829 62088 669-1328 76 75 26 320 011 011 060 007 007 5 0 5 0 7 0 046 495 224 15 050 61718 61731 61748 61757 62088 62088 1372-669 77 75 120 679 0 31 0 31 060 019 019 5 0 5 0 7 0 1 32 9 51 332 15 1 85 61703 61926 61748 61972 62088 62270 670-669 78 6 26 369 056 0 56 060 033 033 5 0 5 0 7 0 2 35 4 95 3 96 15 050 61460 61473 61521 61534 61831 61830 B68-67 79 2 26 320 072 220 060 043 1 32 5 0 7 3 6 4 851 1733 5 32 24 050 60936 60949 61035 61053 61550 61550 B22-133 80 79 131 840 039 1 48 060 024 0 89 5 0 6 1 6 7 5 96 1733 469 24 050 60969 61035 61053 61121 61550 61605 B23 -B22 81 80 88 098 038 038 060 023 023 5 0 5 0 7 0 1 59 494 353 15 050 61231 61275 61280 61325 61605 61619 B62 -B23 82 2 95 296 016 016 0 60 009 009 5 0 5 0 7 0 0 66 857 341 15 1 50 611 90 61333 61214 61365 615 50 61677 1371-133 83 80 67 745 0 71 0 71 060 043 043 5 0 5 0 7 0 299 4 96 4 22 15 050 611 10 611 44 611 80 61214 61605 61488 1324-1323 Project File New stm Number of lines 83 Run Date 12/11/2017 NOTES Intensity = 84 35 / (Inlet time + 15 10),' 0 83, Return period =Yrs 10 , c = ar e = ellip b = box Storm Sewers 00 40 0 U) CD m w M CD (O M rn O rn rn rn N rn < W M w — (O -4 U7 O O O O O O O O O O O O o �t� A+oa.DD - Outfall Drnd. EI.804.9 B Inv, El. 601-00 In x w r o 0 M G) o Stet 2+18.139 -Ln:1 0 Rlm EI, 814.7= Inv, EI. 8D�.9b Out Inv, EI. 6fl3.1b In w O C:, 5ta 3+44°079 - Ln::z Rim El. 815.43 Inv, El. 504.43 Out A Inv, EI. 804.88 In A N O CC) Eta 4+80.;23 -Ln: 3 o Rim EI. 61HA3 w ` Inv, El. 805.02 Out CD Inv. EI. HD8.22 In S o cn Sts s+06.543 Ln:4 C) v � Rim E1. H1B.A3 Inv EI.6fl6.43 Out i to) Inv, EI. BD8.83 In a � 8ta 5+50.11;3 -Ln: 5 rn - C° Rim EL 818.06 C) {; Inv, EI. HD7.D8 Out o � Inv, EI. B07.2b In o o� � 8fg 84-48.18 - L Ln: B o � Rim EL 616.23 a Inv, EI. Hfl7.98 Out C) Inv, EI. BAH.18 In (O W N Stfl 7+30,113 -Ln: T Rim EI.81i3.®5 Out o, 0 w Inv, EI. Bfl0.fl0 In 0 cn Ln: 8 Hte 7+91,89 - L o� ,y I I Rim EL 819.4'1 N ^� Inv. EI. BD0.51 Out � Inv, El. 309.71 In N C> 0 o Sto 8+19.01 - Ln: 9 — o o o w Rim EI. 819.4'1 C) N o c o 0 0 o Inv. El, 809.92 Out O� o 0 o O o o Inv, EI. 810.12 In 0 0 0 Stu B+70,581 - Ln: 10 Rim El. 818.213 Inv. El. 510.54 Out W N O 3 cn (D N N L M O �_ m N 0) N � W cu < A O w O -4 A > O O O O O O v O i Btfl D+DD,00 � Rlm EI. H119.B$ Inv, E1.81D.5�1 Out i Inv, EI. 81D.74 In Btfl �+92.839 -Ln: 11 r � 0 0 Rim El. 818.22 Inv. EL 811.4$ Out Inv, El. 011.05 In i M r N N CD I 8ta 2+14.A89 -Ln: 13 w C) � EI, 812 �9 Ina Out Inv. El. B12.79 In asty 3+46,3D9 -Ln: 13 w 0 o Rim E1.818.88 o o Inv, EL 813.46 Out � Inv, EI. 813.85 In BtB! 3+73,128 Ln: 14 � Rim EI. H18.8'I A � Inv, E(. 813.78 Out C) Inv. El. 893.'98 In ;LI 0 r (D v C) 0 o 6tfl 5+D4.489 -Ln: 15 C3 r Rim SI. 019.47 Ina, EI. 814.846 Cut i= Inv, EI.816.113 In Etfl $+3$.3D9 Ln: 78 rn � Rim EI. Ha2.36 o Ina, E1.818.23 Out Inv, EI. B18.43 In a I t Eta $+83,128 -Ln: 17 � Rim E1.882.35 ' � Ina, EI. 818.84 Out -4 0 Ina, E1. 817.89 In ( o EL 826.1® � Ln: 49 8tfl 7+43.13 - L CZ) Rim El. 323.26 �, Inv. EE, 821 6S cn ray O Inv, El. $19.68 Out � Inv, EI. $1@.H8 In co 0 Bifl 13+28.58 - ( Ln: 60 latfl B+D2.27 - L A Rim Inv, El. 821.33 Out In Ln: 51 � c� C) Rim El. a25.19 C) -� np N N C-) Ina. EL 821.$9 Out w W O v A O O O O O (n O O O O O O O O O 0 L ( EL 826.1® �, Inv. EE, 821 6S cn ray O � Bifl 13+28.58 - cn r -h In 3 cn �c G "4 �h D rn O rn a> rn rn rn m < N V O W O O N O O O O I O O I O O O O O v O � Btu 0+00.00 RIM El. 615.43 Inv, El. 804.48 Out Inv. El. 609.38 In r Ste 0+2$.82 - Ln; 79 CD Rim El. 815.43 Inv, E1.809.4'9 Out Inv, EI. 809.89 In a d M G) v, r o 0 J O O CD N cn _ O Ste 1+68.18 - Ln: 80 Rim El. 818.05 Inv, El. 810.35 Out Inv. El. 511.10 In J (n j i N O O N Ste 2+25.805 - Ln: 83 RIM El. 814.88 Inv, E2.871.4'4 Out N Ul O W m W W m N 4 O W O O N O O O O O O O O O O O O cn r -h In 3 cn �c G "4 �h M rn rn m N rn N rn N co m < W W J (J7 O W O O O O O O O O O O O ...� O Ste 0+00,01) Rlm El. 519-41 Inv, El. 309.51 Out N In cn c� r cn 0 m G) r 0 0 N C> O J Sha 1+ Ln: 88 Rim El CD N LU Out o In v N N cnN O N V W O O Sta 3+58.693 Ln: 87 Rim El. 823.04 Out W In o W ".. � Ln: 58 Out a 0 0 rn (J1 rn rn N rn N rn N rn W W J (T (D W O O O O O O O O O O O O O cn O 0 0 U) m m N M CD rn O rn rn j rn N rn W rn < A 4 A OD G7 N O O O O O O O O O O O v O O I Rlm EL 818.22 I Inv, EI.511.4$ Out � Inv. EL 811.98 In 2 0 o r 8ta 0{2$.53 - L n: 29 o Rim Ei. 918.22 W Inv, EI.812.58 Out � � Inv, EI.813.08 In Fl o 9ta1+�0.1P-L n. 30 � o r Rim E1.918.42 Inv, EI, 813.83 Out Inv, E1. 61+4.17 In �,, � Eta 2+85.17 - L n: 31 0 0 Rlm EI.82D.13 Inv. EI. 51&.55 0 u Inv, EI. 81b.$8 In A 1 O O D O O � 0 � St�4+46.17-L Ln: 32 Rlm EI. 522.84 Inv, EI.818.34 Out Inv, EL 818.59 In 0 � o CD N n m 0 rn 0 0 COD coo Eta i3+;>?5.1P$ Ln: 33 r Rlm EI.825.3°1 � Inv, EI.820.3D Cut = Inv, El. 820.BD In CD 0 l3te 7+79.974 Ln: 34 Rlrn EI.6;�5.P2 in Inv, EI. 821.27 Out Inv, EL 521.47 In co 0 0 6t� $+37.081 -Ln: 35 � � Rlm EI.827,12 o r Inv, EI. 5'21.77 Out o � Inv, EI. 821.97 In CD - 0 Cl Std 9+83,987 -Ln: 38 9 tv Rim El. 527-03 Inv, El. 822.80 aut In 0 N o Ste 9+98.157 Ln: 44 rn ( rn Rim E1.527.03 o 0 0 o 0 Inv. EI.523.53 Out 0 0 0 io 0 0 0 cn o ' o � P 0 cyl 0 0 � Inv, El. 823.35 o r U) O 3 U) cD C CD Ooh a.] m m i 0) N 0" i 0) W CD < � O O W O O O O O O � O I Sta! D+DD,OD Rim El. 317.63 Inv, El. 312.29 Out Inv. El. 614.54 In CP o a r o C:) 0 8ta 1+65.774 - Ln: 66 Rim El. 820,59 Inv, El. 818.08 Out Inv, El. 517.18 In N O O yJ}�^ M1 T N rY M N C) S O (� T C3 Ste 3+04.195 - Ln: 58 CD Rim El. 822.23 Inv. El. 818.89 Out Inv, El. 818.70 In cnW C:) I Ste 3+78.152 - Ln: 67 r E Rim El. 823.39 I Inv, El. 320.24 Out I� Inv, El. B20.44 In 0 O m rn f Sta 4+57.16 - Ln, 55 CD 1 Rim El. 824.32 Inv. El. 820.58 Out C. C. 0 O O j N W W OO O O O O O O O O O O U) O 3 U) cD C CD Ooh a.] Storm Sewer Profile Elev. (ft) 63700 63200 62700 62200 61700 61200 0 CA J Cf_C C3 Prod file STORM B.stm FO F-.4 ef] AsaCo 6,6 p Qom 03 C.) o W Lu W T OfE rf! Ch�in CD _W �oci4A 000303 WWW IrEF to ��W M CUMM ® 000403 C, WWW ,q dry= Ca �to Nay 0303 Ww WE r26 53.(11S�f-' -320L , 1WX 63200 62700 62200 61700 -15"@050% 612.00 25 50 75 100 125 150 175 200 225 250 275 300 325 350 - HGL EGL Reach (ft) Storm Sewers M 0) j CD CD CD m < W J C31 coN W O O O O O O O O O O O .... O O aim 0+00-00 Rim El. 519.47 Inv. El. 1314.04 Out Inv. El. Sla.27 In 2 G CD n; 53 Inv. El. E115.83 Out Inv. El. B13.91 In M G) r o 0 cn 0 Ln: 70 Rim El. 821.33 Elm 11 Out 111 Inv, El. 817.89 In N O O (D N n S N C) O Ln: 71 Rim El. 122.13 Inv, El. 518-50 Out co Inv, EL B18.70 In 0 0 W 0 O A Ln: 72 Rim El. 57A.27 Nil loll Inv. El. 820.33 Out a 0 N N N W W -4 CP Cfl W O O O O O O O O O O O O O Cn CD CD N M N N N m < W W J (P (D Cl) O O O O O O Cl O O O O �..i O 0 Sty D+DD,DD T� ThTm Rim El. a22.36 Inv, El. 810.84 Out InY. EI. 618.84 In a r cn i► 0 -n' m G) r o 0 { { 8t� 1�34.r378 Ln: 18 / Rim EL 82b.34 Inv, El. 617-63 Dui c� 0 Inv, EI. 81;3.83 I n rn w o �' eta 2+02.792 -Ln: 83 r Rim El. 823-03 Inv. El. 519-17 Out Inv, El. 519-42 In CD m n N S Cn O 0 _ r� W R7 O Ln: 84 Rim EI. ®23.78 Inv. EI. 819.83 Out o C) — - - — Inv. EI. 62D.D3 In 0 0 w w 0 N -rn f' A 0 0 I Ste A�+,$7.D8E -Ln: 85 A Rim El. 523-79 -' CD- M C' °; w Inv. El. 820.85 Out W J N N CT CD Cl) O O O O O O O O O O O O O 3 m CD rn rp M m m m N 0) W(A) M (D M < A O O O O O O O O O O O O v O I I Btu I]+��.`©� M Rim EI. Ba6.34 Inv. El. 317.83 Out Inv, EI.817.83 In x G) r 0 o 6t8 1+^t1.438 -Ln: 19 co rr nvm 6a8 8E EL Out Inv, EI. 819.83 In m m r N °7 �9ta �+06.3D1 - Ln: 20 O CD Rim EI. B2�}.90 � Inv. EI. 89@.24 Out Inv. El. 519.44 In 00 � � Ste 2+83.888 - Ln: 21 W C3 °'r Rim EI, 824.64 o -� � Inv, EI.819.73 Out 0 Inv, El. 619.73 In 0 0 �! + Ste ;�+90.808 -Ln: 22 cori Rim EI. 824.54 Inv, El. 619.05 Out � Inv, EI. 82D.38 In 0 � w CD N � Ste 4+43.834 Ln: 23 m Rim EI. 826.86 3 A � Inv, EL BF1.49 Out = Inv, EI. 821.87 In 0 041. o � stn 6+47.778 -Ln: 24 nv E1.822 48 Out Inv, El. 322.88 In rn 0 o Stu s+9x.146 -Ln: 26 00 Rim EI, B28.31 Inv, El. 823.40 Cut �, Inv. EL B;P3.8D In V C) co r Bta 7+57.58 - L n: 20 - Rim El. 829.57 (� Inv, El. 524.82 Out Inv, EI. Bab.D2 In Inv. EL 8x6.62 I - � � Ln: 27 8ta 7+81,80 - L m CD CD w Rim EL B2B.57 w Inv. El. 1325.19 Out ^' o Inv, EI. 826.28 In Ln: 2B Eta 8+18.87 - L � Rim El. 829.77 o Out m rn w C) rn W N O U W V A W O O O W O O O O 0 O O O O O O Inv. EL 8x6.62 I - Storm Sewer Profile Proj. file: STORM B stm Elev. (ft) , CS o a' C+.IW WW !4Ir EE m -� Q cu ®gym p WW re WE 62500 62500 62200 62200 61900 61900 61600 61600 61300 61300 —61000 61000 0 10 20 HGL EGL 30 40 50 60 70 80 Reach (ft) 90 100 Storm Sewers m rn rn rn N rn N rn W CD rn < W Ui O co OO O O O O O O O O O ate 0+00-00O Rlm El. 522.35 Inv, El. 810.84 Out N In r C C)f III Ill V o' Sts 1412.347 Ln: 59 Rim El. 823.89 Inv, El. 818.83 Out ^' cn In cn 0 V (Ii CD w O O _ N N N U7 O N V cn W O O sta 3+48.943 Ln: SD w Rlm El. 824MN Cui Inv. El. 020.40 In 0 EllW Ln: 81 W V CJl nv. DLI' ;51 ON O W N V W � W C71 O O O O O O O O O O O O ^C" !1 O Cn O 0 Storm Sewer Profile Proj file: STORM B stm Elev (ft) ae to cn g m +www TWEE �r 9 w qrr Ly ®m o ww W W� 63000 63000 62700 62700 62400 62400 621 00 621 00 61800 — -61800 ;?6�2i1L%15'_�_Q.5Q 61500 61500 0 10 20 HGL EGL 30 40 50 60 70 80 Reach (ft) 90 100 Storm Sewers Storm Sewer Profile Proj. file. STORM B stm Elev. (ft) DE EnmJ a®A, Cw W Naa EE S2 D ' m 4�j ®m owW 9a m WE 63300 63300 63000 63000 62700 — 62700 62400 I —62400 621 00 621 00 f 61800 0 10 20 HGL EGL 30 40 50 60 Reach (ft) 61800 70 80 90 100 Storm Sewers Storm Sewer Profile Proj. file: STORM B stm Elev. (ft) DECo Ltd M q�j ® Q1 p- o �*, uiui w n0Wcc a J O ® LV F m R%`X Qui w rr- W Err- 62700 62700 62700 62400 62400 621 00 621 00 i 61800 61800 I 61500 61500 Wt 61200 10 HGL 20 30 40 50 60 70 80 EGL Reach (ft) -61200 90 100 Storm Sewers (n O 3 Cl) CD N En L m m m m Co < O O O O O O .... O Co O O O O 0 I Big D+DD.DD Rim El. 313.22 Inv. El. 312.38 but Inv, El. 014.31 In N 2 � G) r C) 0 PJ O m 0 r J Ut J b n Sts 3{20.$B - Rim EI. ®22.83 0 0 N J Ul m O CD Sy n � v CJ1 N � sty 2-f 00-001 Ln: 75 0 C. Rlm EI. 820.81Inv. Ei. 818.93 Out Inv, El. B17.03 In N N CTl N m O N v cn W 0 O �t: 79 w Inv, EI. 819.20 Out m m m j m N m � Cl) m m m m O O o O O O o O O O O o L PJ O J Sts 3{20.$B - Rim EI. ®22.83 Storm Sewer Profile Proj. file: STORM B stm Elev (ft) (S c r ® a 00�'CD C* W ui w W c c m s J Q ��ui jai W I c 62400 62400 621 00 621 00 618 00 618 00 f 61500 61500 612 00 61200 J 60900 60900 10 20 HGL EGL 30 40 50 60 70 Reach (ft) 80 90 100 Storm Sewers Storm Sewer Profile Proj file* STORM B stm Elev. (ft) E 021 q wFuw E>:�; ti S ' m F°1 d IID M; � U) FU E::�; 63000 63000 627 00 62700 62400 62400 621 00 621 00 61800 —61800 26 20U=15° X106 61500 0 10 20 HGL EGL 30 40 50 60 70 Reach (ft) 61500 80 90 100 Storm Sewers Storm Sewer Profile Proj. file: STORM B.stm Elev. (ft) scow O 0.! Ri; ODCQ p A m Q wLU � a s� M 0300 o w W 63000 63000 62700 62700 62400 62400 621 00 621 00 61800 — 61800 2�3�pAL-f =1 a"-� fA.541'�5 I 61500 0 10 20 HGL EGL 30 61500 40 50 60 70 80 90 100 Reach (ft) Storm Sewers K. M 0) CD 0 ti (YIco W O O O O O O O O O O O v O f � Eta 0+00,00 Rim El. 324.54 Inv, EI. $18.88 Out Inv, EI. 820.33 In z r � s' m o Sts 1+31.34 - Ln: 39 Rim EL 828.42 Inv, EL 821.02 Out 0 Inv. EI. 821.82 In rn N C) b Ste 1+®8.34 - Lm 40 Rim El. 825.99 Inv, EI. $21.85 Out Inv, EI. 822.05 In - rn 0 Ste 2+58.34 - Ln; 41 C) CD o o Film El. 826.29 Inv. El. 822.35 Out Inv. El. 822.801n 0 C) 0 cn 0 o w cn — o { Ste 3+75.10B - Ln: 42 Rim EI. B27.25 Inv, El. 823.19 Out Inv, EI. 823.38 In 0 0 A (T O t7 o — Ste 8+04.$28 - Ln: 43 Rim EI. 827.87 Inv, EI. $24.04 Out cn 0 rn rn m j rn co rn rn J CNIi (ND v O O O O O O O O O O O O K. Storm Sewer Profile Prod. file: STORM B.stm Q � I�O� pew., W ® Q? O Elev. (ft) o�no� o W ui w .� E OH EO IC7 -cow �'] � ®mL1°w a W ui ui EL �p c+P1j QC4 Co p � LVI � m� .t- W u.i 00 WE 63300 63300 63000 63000 9S.7f1Lf-15" � Q•� 62700 .--62700 FE: 62400 62400 621 00 621 00 61800 61800 0 25 HGL 50 EGL 75 100 Reach (ft) 125 150 175 200 Storm Sewers 9S.7f1Lf-15" � Q•� Storm Sewers Storm Sewer Profile Proj. file STORM B stm Elev. (ft) ~3 eq..,k CoCD CS, °� r r g m q W W W I. E; ' in,.: m Q W W 63400 63400 631 00 —i— 631 00 62800 62800 62500 62500 62200 — — 622 00 61900 0 10 20 NGL EGL 30 40 50 60 70 80 Reach (ft) 619 00 90 100 Storm Sewers Storm Sewer Profile Proj. file: STORM B stm Elev (ft) oti a- 4- a C�OOD� o . c, w ui w 53 a� Co 40 S9 va 40 Q, r+i W w 63400 63400 631 00 631 00 62800 62800 62500 --62500 62200 62200 —� q�yt�}"�-'f:" 61900 61900 0 10 HGL 20 30 40 50 60 70 80 EGL Reach (ft) 90 100 Storm Sewers a 11 I]] CD m m Cj) m m co < O ? O J O O O w O 0) C. O O O O O O sta n+o0.ao Rlm EI. $27.03 j Inv, El. BUM Out Inv. El. 623.10 In G) r o m N r O n , w o � � C) O N CD 0) C) f�F Sts 0+54.127 - Ln: 37 Rlm EI. 027.33 Inv. El. 823.134 Out Inv, El. 324.09 In J 0 00 0 Ste 0+88.821 - Ln: 38 Rlm El. 827.65 Inv. El. 524.22 taut 0 0 0 rn m rn co rn (a rn cla rn A J w O O O O o O O O O O O O O a 11 C. Storm System C Tabulation Report & Profiles Storm Sewer Tabulation Page 1 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd / Rim Elev Line ID coeff (I) flow full Line To Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up Line 7nl)al (ft) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) N (ft) (ft) (ft) (ft) (ft) (ft) 1 End 82 522 000 252 000 000 1 51 00 172 48 718 2545 501 18 500 60000 60413 601 27 605 17 601 79 61440 C2 -C1 2 1 115 703 019 1 19 060 011 071 50 166 48 343 495 436 15 050 60828 60886 60905 60962 61440 61250 C7 -C2 3 2 113 750 000 1 00 000 0.00 0.60 0.0 160 49 294 706 361 15 1 02 60906 61022 60999 61091 61250 61542 C8 -C7 4 3 51 053 020 1 00 060 012 060 50 157 49 296 495 421 15 050 61042 61068 611 12 611 38 61542 61432 C9 -C8 5 4 170 656 014 080 060 008 048 5.0 14.5 51 245 752 355 15 1 15 61088 61285 611 64 61348 61432 61761 C10 -C9 6 5 120 000 014 066 060 008 040 50 136 52 209 495 382 15 050 61305 61365 61362 61423 61761 61917 C11 -C10 7 6 120 000 014 052 060 008 031 50 124 54 1 70 495 360 15 050 61385 61445 614.36 61497 61917 61809 C12 -C11 8 7 120 000 029 039 060 017 023 50 109 57 1 32 527 343 15 057 61465 61533 61508 61578 61809 61897 C13 -C12 9 8 120 000 0 10 010 060 006 006 50 50 70 042 736 236 15 1 11 61553 61686 61578 61711 61897 62029 C14 -C13 10 1 119 386 058 1 33 060 035 080 50 98 59 471 934 637 15 1 78 60828 61041 60891 611 29 61440 61423 C3 -C2 11 10 103 063 020 040 060 012 024 50 85 62 1 49 726 280 15 1 08 61061 611 72 611 29 61220 61423 61577 C4 -C3 12 11 112 951 003 020 060 002 012 50 58 68 082 978 341 15 1 95 611 92 61413 61220 61448 61577 61802 C5 -C4 13 12 26 320 017 017 060 010 010 50 50 70 072 492 281 15 049 61433 61446 61465 61479 61802 61802 C6-05 14 10 60 719 035 035 060 021 021 50 50 70 1 46 657 276 15 088 61061 611 15 611 29 611 62 61423 61483 C15 -C3 Project File STORM C stm Number of lines 14 Run Date 12/11/2017 NOTES Intensity = 84 35 / (Inlet time + 15 10) A 0 83, Return period =Yrs 10 , c = cir e = ellip b = box Storm Sewers v10 40 0 3 CO m m N M cn (O 0) O m —' N CD w < 0 O w O O O O J O M O O O O O O O Eta D+DD,DD - Q utr'ail Ornd. EI. 80;x.7 9 Inv. EI. BD1.D0 In r C, 0 ;u cn Eta D+72.5^:,2 -Ln: 1 IL �"' Rim El. 1314.40 m Inv. EL BD2.45 Out Inv, EI. E08.28 In r 0 0 o p° CD 0 Eta 1+®1,4D9 -Ln: 10 N i Rim EL 81�}.1B 0 Ina, EI.810.41 out Inv. El. 310.81 In CD v 0 � N Sts 2+94.B3B Ln: 11 w 0 Rim EI. B1b.7D �8 814 0 Inv, EL 811.72 Out Inv. EI. B11.»2 In �i IFw cn 0 Ln: 12 8te� �+OP.$8 - L Rim EI. $17.BI3 Inv, El. 314.13 Out A Inv. EI.811.33 0In 0 Ste 4+34.21 - L 13 A nv El. Out cn CD r cn (Oji [ rn m rn O M v (wll rn O 0 O 0 Ui O o O O O o O 0 0 M 0 0 �8 814 0 M 0 O 0 0 0 N o N m m < W .p O O N OD ? O O O O O O O O Cl O O �..i O O I 8#sa Q+DO,OD Rim El. 814-40 Inv, EI. BD2.45 Out Inv, EI. BD8.R8 In o Ste '1 +1 b.7D3 -Ln:2 0 o Rim EI. $12.bD Inv. Ei. 308.83Cut D@ OS l In M G o r O 0 �w I St�12+2®,db� -Ln:9 CD � Rim EI. $16.A2 Out Inv, EI. B1Q.4� In w O o N, Ste 2+8D.iiDB -Ln: d a Rim EI. Bib.32 Inv. El. 510-85 Out Inv, EI. B9Q.B$ In CD 0 0 o� CP Sfie4+69,9H1- Ln: 5 Rim EI.817.8'I Inv, El. $12-85 Out CD o n Inv. EI. B13.D6 In n o ch � _ v N 0 Ste 5+T3,1B1 -Ln: E 0 CD Rim EL H1B.17 o � Inv. EI. B93.B5 Dat o Inv. EL 813.8b In cn 0 Ste 8+®9.181-Ln: 7 J C) o Rim EI. 81$.Dg Inv, EI. 81�.*S�5 Out Inv. EI. 894.85 In EI. B2D.2® oLn: cn o b Inv, EI. 898.8;3 Stet 8+11.151 - 8 oo � Rlm E1.818.87 Inv. El. 816.33 Out Inv. EI. 815.53 In C> 0 O N o Ste 9+31.101 -Ln: 3 o Rim M0 Out 0 02 0 rn rn rn rn N rn W rn A A O W O O O O o O O Cl O O O O O EI. B2D.2® Inv, EI. 898.8;3 Storm Sewer Profile Proj. file: STORM C.stm Elev. (ft)C3. 62300 I �E so r p 5i' Q O to 6 'M C) -5E>a R EE a wLU E� 62300 62000 62000 61700 61700 61400 61400 611 00 611 00 - 60800 0 10 HGL 20 30 40 50 60 70 EGL Reach (ft) 60800 80 90 100 Storm Sewers D. Storm System D Tabulation Report & Profiles Storm Sewer Tabulation Page 1 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd / Rim Elev Line ID coeff (I) flow full Line To Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up Line 7nt)al (ft) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) N (ft) (ft) (ft) (ft) (ft) (ft) 1 End 63 702 074 22 01 060 045 1320 5.0 135 5 3 6939 9446 8 41 42 075 60000 60048 60305 60309 60396 60624 D2 -D1 2 1 131 840 0 63 2076 060 038 1245 5 0 131 5 3 6607 7707 8 91 42 050 60068 601 34 60317 60388 60624 60767 D3 -D2 3 2 26 320 020 1812 060 0.12 1087 5 0 131 5 3 5781 7707 837 42 050 601 54 601 67 60388 60405 60767 60767 D4 -D3 4 3 108 980 0 13 1587 0 60 0 08 9 52 5 0 127 5 4 51 14 7707 800 42 050 601 87 60241 60405 60465 60767 60870 D5 -D4 5 4 52 577 019 1574 060 012 944 5 0 126 5 4 5096 7707 822 42 050 60261 60288 60469 60511 60870 60942 D6 -D5 6 5 100 266 0 31 1459 060 018 875 5 0 122 5 5 4772 7965 7 96 42 053 60308 60361 60511 60577 60942 61042 D7 -D6 7 6 27 477 029 1428 060 0 18 8 57 5 0 121 5 5 4685 7707 8 01 42 050 60381 60395 60578 60608 61042 61050 D8 -D7 8 7 131 692 040 1255 0 60 024 753 5 0 11 8 5 5 41 64 51 09 7 97 36 050 60445 60511 60661 60721 61050 61017 D9 -D8 9 8 131 840 036 1053 060 0 21 6 32 5 0 11 3 5 6 3540 51 09 743 36 050 60531 60597 60721 60790 610 17 61080 D10 -D9 10 9 26 320 0 41 1018 060 0.25 611 5 0 11 2 5 6 3430 51 09 7 50 36 050 60617 60630 60797 60820 61080 611 13 D11 -D10 11 10 59 045 011 626 060 0 07 375 5 0 11 0 5 7 21 24 3142 672 30 050 60680 60710 60831 60866 611 13 611 59 D12 -Dl l 12 11 91 052 0 10 583 0 60 0 06 350 5 0 107 5 7 2002 31 41 660 30 050 60730 60776 60875 60927 611 59 61256 D13 -D12 13 12 49 904 032 5 68 060 019 3 41 5 0 105 5 8 1961 3257 6 66 30 054 60796 60823 60936 60973 61256 61377 D14 -D13 14 13 26 320 1 38 535 060 0 83 3 21 5 0 104 5 8 1856 31 43 645 30 050 60843 60856 60981 61002 61377 61376 D15 -D14 15 14 204099 208 3 37 060 1 25 202 5 0 9 5 5 9 1203 35 69 6.97 24 2 12 60906 61339 61002 61464 61376 61784 D16 -D15 16 15 152 994 006 078 0 60 003 047 5 0 8 5 6 2 287 976 527 15 1 95 61414 61712 61464 61780 617.84 62088 D17 -D16 17 16 96 128 005 072 060 003 0.43 5 0 7 8 6 3 273 938 521 15 1 80 61732 61905 61780 61971 62088 62276 D18 -D17 18 17 79 535 006 0 68 060 0 04 041 5 0 7 2 6 4 2 61 968 4 01 15 1 91 61905 62057 61971 621 22 62276 62427 D19 -D18 19 18 73 263 013 0 61 0 60 008 037 5.0 6 6 6 6 242 4 95 3 99 15 050 62077 621 14 621 39 621 76 62427 62521 D20 -D19 20 19 26 320 017 049 080 0 10 029 5 0 6 3 6 7 1 95 495 374 15 050 621 34 621 47 621 88 62202 62521 62521 D21 -D20 21 20 87 699 0 32 0 32 0 60 019 019 5 0 5 0 7 0 1 34 495 336 15 0 50 621 67 62211 62211 62256 62521 62618 D22 -D21 22 10 75 994 005 207 0 60 0 03 124 5 0 103 5 8 719 2231 505 24 0 83 60730 60793 60820 60888 611 13 611 68 D30 -Dl l Project File. STORM D stm Number of lines 69 Run Date 12/11/2017 NOTES Intensity = 84 35 / (Inlet time + 15 10) A 0 83, Return period =Yrs 10 , c = cir e = ellip b = box Storm Sewers v10 40 Storm Sewer Tabulation Page 2 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd / Rim Elev Line ID coeff (1) flow full Line To Incr Total Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up Line (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) N (ft) (ft) (ft) (ft) (ft) (ft) 23 22 59 060 032 202 060 019 1 21 50 100 58 707 1403 671 18 1 52 60843 60933 609 18 61036 611 68 61335 D31 -D30 24 23 26 320 026 1 70 060 015 1 02 50 99 59 598 804 499 18 050 60953 60966 61049 61062 61335 61335 D32 -D31 25 24 148 165 029 144 060 017 087 50 94 60 517 640 477 15 084 60991 611 15 611 20 61207 61335 61511 D33 -D32 26 25 26 320 031 1 15 060 019 069 50 93 60 414 495 451 15 050 611 35 611 48 61222 61236 61511 61511 D34 -D33 27 26 159 448 026 084 060 016 051 50 83 62 3.14 615 350 15 077 611 68 61291 61283 61363 615 11 61697 D35 -D34 28 27 107 381 004 034 060 003 020 50 68 66 1 34 795 306 15 1 29 61311 61450 61363 61496 61697 61820 D36 -D35 29 28 53 881 0 15 030 060 009 018 50 59 68 1 20 753 384 15 1 16 61470 61532 61504 61576 61820 61922 D37 -D36 30 29 26 320 0 15 0.15 060 009 009 50 50 70 063 495 271 15 050 61552 61566 61582 61596 61922 61922 D38 -D37 31 15 26 320 052 052 060 031 031 50 50 70 218 495 387 15 050 61414 61427 61472 61486 61784 61784 D67 -D16 32 10 70 297 003 144 060 002 086 50 78 63 545 1600 656 18 1 98 60780 60919 60840 61009 611 13 61310 D39 -D11 33 32 59 971 028 141 060 017 085 50 75 64 540 856 5.02 18 057 60939 60973 61025 61063 61310 61344 D40 -D39 34 33 130 259 049 1 13 060 030 068 50 69 65 442 768 572 15 1 21 61000 611 57 61068 61242 61344 61521 D41 -D40 35 34 120 509 024 063 060 014 038 50 60 68 257 846 402 15 1 46 611 77 61353 61242 61417 61521 61717 D42 -D41 36 35 77 656 040 040 060 024 024 50 50 70 1 67 4.95 358 15 050 61373 61412 61423 61463 61717 61805 D43 -D42 37 27 26 320 024 024 060 015 015 50 50 70 1 03 495 312 15 050 61327 61340 61365 61380 61697 616.97 D70 -D35 38 14 54 262 020 060 060 012 036 50 53 69 250 495 4.03 15 050 60981 61008 61044 61072 61376 61399 D45 -D15 39 38 26 320 040 040 060 024 0.24 50 50 70 1 71 495 360 15 050 61028 61041 61079 61093 61399 61399 D46 -D45 40 7 256423 045 1 43 060 027 086 50 71 65 557 942 526 18 069 60595 60771 60678 60862 61050 611 52 D27 -D8 41 40 159 537 025 049 060 015 030 50 55 69 204 589 343 15 071 60796 60909 60862 60966 611 52 61297 D28 -D27 42 41 26 320 024 024 060 014 014 50 50 70 1 01 495 3 10 15 050 60929 60942 60967 60982 612 97 61297 D29 -D28 43 12 26 335 006 006 060 004 004 50 50 70 025 495 210 15 050 60921 60934 60940 60954 61256 61256 D44 -D13 44 8 112 122 020 1 53 060 0 12 092 50 77 63 581 804 496 18 050 60681 60737 80775 60831 610.17 611 35 D52 -D9 Project File STORM D stm Number of lines 69 Run Date 12/11/2017 NOTES Intensity = 84 35 / (Inlet time + 15 10) ^ 0 83, Return period =Yrs 10 , c = cir e = ellip b = box Storm Sewers 00 40 Storm Sewer fabulation Page 3 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd / Rim Elev Line ID coeff (1) flow full Line To Incr Total Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up Line (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) N (ft) (ft) (ft) (ft) (ft) (ft) 45 44 108 139 038 1 34 060 023 080 5 0 7 1 6 5 5 18 804 464 18 050 60757 60811 60851 60899 611 35 611 32 D53 -D52 46 45 99 682 045 095 060 027 0 57 5 0 6 6 6 6 377 539 457 15 059 60836 60895 60917 60974 611 32 61210 D54 -D53 47 46 168 792 0 51 0 51 060 030 030 5 0 5.0 7 0 213 5 94 3 79 15 072 60915 61037 60974 61095 61210 61392 D55 -D54 48 11 26 320 032 032 0 60 019 019 5 0 5 0 7 0 1 33 4 95 3 36 15 0 50 60855 60868 60899 60914 611 59 611 62 D69 -D12 49 40 26 320 049 049 060 029 029 5 0 5 0 7 0 206 495 344 15 0 50 60796 60809 60862 60866 611 52 611 52 D64 -D27 50 8 61 901 009 009 060 006 0.06 5 0 5 0 7 0 040 870 2 98 15 1 55 60706 60802 60724 60826 61017 611 45 D56 -D9 51 2 120 613 0 18 2 01 0 60 011 1 20 5 0 7 3 6 4 774 1733 5 18 24 050 60304 60364 60398 60463 60767 60868 D57 -D3 52 51 26 320 004 1 53 060 0 02 092 5 0 7 1 6 5 593 1733 4 79 24 0 50 603 84 60397 60465 60483 60868 60868 D58 -D57 53 52 73 109 003 1 49 060 002 089 5 0 6 4 6 6 5 93 1732 469 24 050 60400 60437 60483 60523 60868 60877 D59 -D58 54 53 46 662 030 1 46 060 018 0 88 5 0 6 0 6 7 5 91 17.32 479 24 050 60457 60480 60537 60566 60877 60855 D60 -D59 55 54 26 320 043 1 16 060 026 070 5 0 5 9 6 8 474 4 94 4 59 15 050 60555 60568 60653 60666 60855 60882 D61 -D60 56 55 86 271 037 074 060 022 044 5 0 5 3 6 9 307 4 95 2 76 15 050 60588 60631 60715 60728 60882 60925 D62 -D61 57 56 26 320 037 037 060 022 022 5 0 5 0 7 0 1 56 495 248 15 050 60651 60664 60749 60714 60925 60958 D63 -D62 58 5 26 320 023 096 060 0.14 057 5 0 8 6 6 1 352 495 438 15 050 60533 60546 60611 60624 60942 60942 D23 -D6 59 58 49 799 0 21 073 0 60 0.13 044 5 0 8 3 6 2 272 495 340 15 0 50 605 66 60591 60655 60660 60942 60994 D24 -D23 60 59 26 320 028 052 0 60 0 17 0 31 5 0 8 0 6 3 1 96 495 307 15 0 50 60611 60624 60689 60680 60994 60994 D25 -D24 61 60 152 382 025 025 0 60 0 15 015 5 0 5 0 7 0 1 04 767 332 15 1 20 60644 60827 60680 60867 609 94 611 71 D26 -D25 62 3 44 552 028 206 060 017 1 24 5 0 7 4 6 4 792 2053 558 24 070 60337 60368 60423 60468 60767 60743 D47 -D4 63 62 105 521 039 1 78 0 60 023 1 07 5 0 6 9 6 5 697 804 5 12 18 050 60418 60471 60526 60579 60743 60794 D48 -D47 64 63 81 387 0 38 1 39 060 023 0.83 5 0 6 5 6 6 5 53 805 450 18 050 60491 60532 60599 60623 60794 60853 D49 -D48 65 64 115 651 0 32 1 01 060 0.19 0 61 5 0 5 9 6 8 412 4 95 4 51 15 050 60557 60615 60644 60702 60853 60945 D50 -D49 66 65 129 274 069 0 69 060 0 41 0 41 5 0 5 0 7 0 2 91 4 95 3 81 15 0 50 60635 60700 60718 60768 60945 60993 D51 -D50 Project File STORM D stm Number of lines 69 Run Date 12/11/2017 NOTES Intensity = 84 35 / (Inlet time + 15 10) ^ 0 83, Return period =Yrs 10 c = cir e = ellip b = box Storm Sewers v10 40 Storm Sewer Tabulation Page 4 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd / Rim Elev Line ID coeff (1) flow full Line To Incr Total Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up Line (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) N (ft) (ft) (ft) (ft) (ft) (ft) 67 51 95 093 030 030 060 018 0 18 5 0 5 0 7 0 126 8 69 4 14 15 1 54 60459 60606 60491 60650 60868 60960 D68 -D57 68 1 185 092 028 0 51 060 017 0 31 5 0 9 0 6 0 1 84 505 3 71 15 052 60298 60395 60350 60449 60624 60696 D65 -D2 69 68 186 847 022 022 060 0.13 013 5 0 5 0 7 0 095 6 31 3 28 15 0 81 60415 60567 60449 60605 60696 60911 D66 -D65 Project File STORM D stm Number of lines 69 Run Date 12/11/2017 NOTES Intensity = 84 35 / (Inlet time + 15 10)A 0 83, Return period =Yrs 10 , c = cir e = ellip b = box Storm Sewers v10 40 3 m m N M CD cn rn rn rn rn rn < CO O O N N O N Oo A O O O O 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El. 808.27 Out N V CJl OW O O W O N N m O A OD O O O O O O O O O O O O U) r -r r� VT/ V CD ..S O h ; 0 Cn O X 3 O 3 CO (D CD (D N M m O O 0 O w < N w J Cn (O w OO O O0 O O O O O O v O O Sta 0+00-00 Rim —E Inv, El. 303.95 t3ui Inv. El. 005.95 In r- r cn 0 M G) 'O r C3 cn 0 N O O CD w 0 N o Ln: 40 Out Inv, El. 507-95 In w 0 w cn 0 n: 41 Rim El. 812.91 o Inv, El. SOUT Out In n: 42 SII! 0 :� Out O r ON) w V --• M CO W O O� O O O O O O O O O O P O (A O 0 1 M co O O 0) j G) N CD W < W (O M J co O O O O O O O I 3't8 A+AD,DD Rim EI. $11.13 TM I Inv, EI. $D8.3D Out Inv, EI. $D7.3D In cn = o J � Sts D+75.994 -Ln: 22 � � Rim EI. $11.54 Inv. EI. $Drsa Out o 0 Inv. EI. 8D8.98 al; V � m I Ste 9+36.D64 Ln: 23 G7 r cp Rim EI. $13.28 `� Inv, EI. $DB.IS7 Out � Inv, E1.8DB.17 In 00 Ste 1+H1.374 - Ln: 24 CD Rim EI. H13.i8 Irv, EL BD0.53 Out Inv, EI. 8D@.79 In N CD CD I Sta 3+D9.B3B -Ln: 25 Rim EI. B15.DA XP Inv, El. 811.15 Out WIII O ID Inv, EI. 811.36 In j I � ( 5ta 3+38.958 -Ln: 2$ x W Rlm EI. $16.A4 CD o Inv, EI. 811.48 Out N � Inv, EI. $11.198 In v A O O t lG d �CA C) A C) 0 O W Bte 4+B5.9D7 -Ln: 27 0 - Rim El. 016.90 Ina. EL $13.D7 Out Inv, El. 813.27 In c' c� Ste 8+D2.$89 - Ln: 29 0 Rim EI. $18.13 Inv, El. B14.50 Out Inv, El. 314.70 In rn 0 0 Eta 8+68,888 - Ln: 29 Rim EL 81E.16 Inv, El. 815.32 Out °' �, - Inv, EI. $15.aB In 0 I E late H+82.888 -Ln: 30 N Rim El. 8119.15 J 0 Inv, El. 615.86 out W No 0 rn O rn rn N m W O O O Un O O O O O O O 0 \G O cn O 0 O 3 co (D (D y M 0 O 0 O 0 �_ 0 N 0 N ( < ? (O A (O A CD O O O O O O O O O O O O �..i O �- �1a D+04.{70 Rim EI. 811.13 Inv, EL 8D8.30 Out Inv, EI. B07.E4 In x r O O Btu D+7D0470.227 - Ln: 32 Rim El. 813.10 Inv. EI. BD8.71;f Cut � I In Inv, EL 5013.39Cfl M G o r o w Sty 1+3fl.289 - Ln: 33 � Rim EL 813.e813.4AInv. El. 509.73 Out — — Inv, EI. B1D.DD In 0 � F o d, b 0 N O I O h 0 N v o Ste a+eD.na7 - Ln: 34 � Rim EI. H16.27 Inv. EL 811.87 Out Inv, EI.811.77 In w C. 0 Inv, EL 894.72 0 i w 0 r 9ta $+B7.D38 - Ln: 36 Rim EI.877.17 Inv. E1.813.63 Out A C) 0 Inv. EI.813.73 In A o m $t9 4+58.$92 ' Ln: 38 Rim EL 8116.015 Out 0 2 O 0 0 00 W 0 O 0 .A. ( A (O .P (O O O O O O O O O O O O O Inv, EL 894.72 0 Stora Sewer Profile Proj. file- STORM D.stm Elev. (ft) ; DE hN 0 Cii P+ p W 111 W no W c c c J 0 4O M N Q W LU 62200 62200 61900 619 00 61600 61600 61300 —61300 61000 61000 60700 60700 0 10 20 HGL EGL 30 40 50 60 Reach (ft) 70 80 90 100 Storm Sewers Storm Sever Profile Proj. file: STORM D stm Elev (ft) 62200 C4 M C3 m i ®� to AWuiw to ('y 6� l94Uy mmm Q wWtu >> M CA. R'aQ mm Q ww WE 62200 61900 61900 61600 61600 61300 61300 61000 61000 �_252Lf -15 0.'SS1'� 60700 0 10 HGL 20 30 40 50 60 70 EGL Reach (ft) 60700 80 90 100 Storm Sewers O 3 (D (D N Inv. EI. HDP.flI M m m 0) 0 < O O A W N O O O O O Cl O O O O O O �..i O O ate D+OO,OD Rim EL Sfl7.$D Inv, EI. $D1.87 Out Inv, EL 1303.37 In o Sty fl+44.bb'2 -Ln: 62 Rim El. 007.42 �Nr, Inv, EI. HD3.H5 Out Inv, EI. HOd.95 In o a m C) r o o P 0 C� Eta 1+50.073 -Ln: 83 Cl Rlm El. 307.99 Inv, EI. $04.P8 Out Inv, EI. 804.BB In N O O Lm 84 8tfl 2+31.48 - L � Rim El. 808.30 N Inv, El. Out N o Inv, E!. BQb.84 In iU n � a w 0 0 Ste �+x7.11 � -Ln: 85 w Rlm El. HD8.45 Inv. El. 808.x3 Out Inv, E1. Bfl8.a2 In A 0 0 A C7 O 8t� 4+7B.3Bb -Ln: 80 Rim El. 810.00 Out CD 0 0 rn rn rn rn m O A OD N W O O O O O O O Inv. EI. HDP.flI M O O N N m < A O OD O N O O O O O A O ...i O O O O O o IO sta A+oo,00 i j I Rim El. 510.17 E Inv. El. 805.11 out Inv, El. 606.81 In u, � r o Sta 1+12.122 - Ln: 44 Rim El, 811.35 Inv. El. 807.37 Out Inv. El. 507.57 In cn 0 N O 3 Eta 2+20.261 - Ln: 45 Rim El. Inv. El. 606.112Out Inv, El. 608.35 In N C Ui O CD N ,# S Ll w tt t--1 O Ste 3+19.943 - Ln: 45 Rim El. 512.10 Inv, 21. 808.95 01ut Inv, El. 309.15 In w C> 0 t A O O A cn O Ste 4+68.735 - Ln: 47 Rlm El. 313.92 o Inv, El. 510.37 Out rn rn rn rn m O rn A OD N O A 0 0 0 0 0 0 0 C. 0 0 0 0 Storm Sewer Profile Proj. file: STORM D stm Elev (ft) DE MrA C:? C3 *� ui ui w TWEE 0 -� O C.A m tee» a `wui WE 62000 62000 61700 61700 61400 61400 - 611 00 611 00 60800 60800 s 61.9(�1LfIr —60500 605 00 0 10 HGL 20 30 40 50 60 70 EGL Reach (ft) 80 90 100 Storm Sewers co rotL r� Y CD CD h E m CD 0) G) m 0) < O O ? OOD N W - OO O O O O O O O O O v O Eta 0+00.00 RIM EI.807.50 Inv, El. 801.45 Out Inv, EI. 503.04 In cn 0 — m Sta 1+20.837 • Ln: 61 o — RIM El. 30B.51 Inv, El. 603.84 Out Inv. EI. 503.87 In ft 1+45.867 - Ln: 52 N Rim E1.808.81 C) Inv, El. 603.80 Out Inv. El. 804.00 In r N N O J O CD T Ste 2+20.068 - Ln: 53 E. Inv. 804.37 Out Inv. EL 804.57 In v N Ul O O } iI Ste 2+88,728 • Ln: 54 Rim El. 808.65 Inv, EL 804.80 Out Inv. El. 506.30 In C:, w Ste 2+93.048 • Ln: 55 N Rim E1.808.82 ,1 Inv, El. 805.03 Out Inv, EL 806.88 In iV SJ; cri ^� — Ste 3+79.319 - Ln: 58 Rim El. 809.26 Inv, El. 806.31 Out Inv, El. a03.151 In CD F1 Ste 4+05.$39 • Ln: 57 0 Rim El. 809.58 Inv, El. $06-64 Out p 00 0) O cn O rn O M O rn rn rn N O o AOD N O O O O O O O O O O O O O O co rotL r� Y CD CD h E Storm Sewer Profile Proj. file* STORM D stm Elev. (ft) a- Qr Q� *!«� *wLuw c c � a [9 W Co W C) ++ w� I 621 00 621 00 61800 61800 61500 61500 61200 61200 60900 60900 26_320Lf -1 S' @ 0.50 60600 0 10 20 HGL EGL 30 40 50 60 70 Reach (ft) —60600 80 90 100 Storm Sewers Storrs Sewer Profile Elev. (ft) 62000 61600 61200 60800 60400 60000 0 Proj. file• STORM D.stm 25 50 75 — HGL EGL 100 125 61600 61200 60800 60400 600 00 150 175 200 225 250 275 300 325 350 375 Reach (ft) Storm Sewers Stora Sewer Profile Proj. file- STORM D.stm Elev. (ft) $ m o m E93a m m m �y 62700 62700 62400 62400 621 00 621 00 61800 61800 61500 _ 61500 U-1 FL-A 612 00 0 10 HGL 20 30 40 50 60 70 EGL Reach (ft) 61200 80 90 100 Storm Sewers Storm Sewer Profile Prod. file: STORM D.stm Elev. (ft) 3 DE ID Z9U $ W to Aw�w �a:�; WEE tecc w m G J [� LTl p m Cow G wLU jqEa W We 61700 61700 i I 61400 -61400 611 00 611 00 60800 60800 60500 - 60500 60200 0 10 20 30 40 50 60 70 HGL EGL Reach (ft) 60200 80 90 100 Storm Sewers Storm Sewer Profile Proj. file: STORM D.stm Elev. (ft) $ �'9.4 *� w ui w E c c m CO Cb w W m Ey m of 621 00 621 00 61800 61800 61500 61500 61200 61200 60900 60900 60600 60600 0 10 20 HGL EGL 30 40 50 60 70 80 90 100 Reach (ft) Storm Sewers Storm Sewer Profile Proj. file: STORM D.stm Elev (ft) 101 00 Wuaw .REA?; fa W C E LM Ww 9 47 WE 62600 62600 T 62300 62300 62000 62000 i 61700 61700 — 614 00 61400 nn_ Lf M. 0 611 00 611 00 0 10 20 30 40 50 60 70 80 90 100 HGL EGL Reach (ft) Storm Sewers