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Home My WebLink About20200349 Ver 1_StormDrain_System_All_InletRpt_20200324CREATE DATE REV. DATE: I.D. NO.: DESCRIPTION: 3/23/2020 INLET COMPUTATION SHEET PROJ. NO.: Blue Ridge Road COUNTY: WAKE DESIGNED BY: REVD BY: JCB LOCATION ROADWAY RUNOFF INLET REMARKS W w 02Z U) w Q z O n w �of O Z m ww Z O w J a O U w z W D.A. w l ZW O2O C w 0 Zz T, I Wwui 0 O QD.A. ofQz > O SQ �° QC u f � Q QC Q+ n w f Q QI(mx) cn a QB O cnDw dJ(D ?z 401 0402 L 17+23 24 Rt 446.21 0.046 0.031 0.00 0.00 0.0 0.4 0.0 0.4 401 0403 L 16+50 19 Rt 448.06 0.027 0.060 0.12 0.81 2.0 5.8 0.6 0.0 0.6 1.7 0.6 0.0 402 401 0404 L 15+50 20 Rt 451.36 0.050 0.060 0.20 0.85 2.0 5.8 1.0 0.0 1.0 1.9 1.0 0.0 403 401 0412 L 16+50 18 Lt 449.47 0.027 0.060 0.18 0.42 2.0 5.8 0.4 0.0 0.4 2.2 0.4 0.0 401 0405 L 14+00 24 Rt 459.42 0.061 0.060 0.26 0.76 2.0 5.8 1.1 0.0 1.1 1.9 1.1 0.0 404 401 0413 L 15+00 22 Lt 455.74 0.053 0.060 0.21 0.51 2.0 5.8 0.6 0.0 0.6 2.2 0.6 0.0 412 401 0414 L 13+97 24 Lt 461.36 0.061 0.060 0.18 0.69 2.0 5.8 0.7 0.0 0.7 2.2 0.7 0.0 413 401 0407 L 13+15 24 Lt 466.43 0.063 0.002 0.03 0.74 2.0 5.8 0.1 0.0 0.1 1.4 0.1 0.0 405 401 0408 L 12+50 25 Lt 468.61 0.043 0.060 0.23 0.85 2.0 5.8 1.1 0.0 1.1 2.1 1.1 0.0 407 401 0409 L 12+92 59 Lt 469.06 0.042 0.330 0.00 0.00 0.0 0.1 0.0 0.1 401 0410 L 12+57 66 Lt 469.06 SAG 0.330 0.22 0.65 10.0 5.8 0.8 0.0 0.8 1.0 N/A N/A 401 0411 L 13+21 108 Lt 469.06 SAG 0.330 0.19 0.77 2.0 5.8 0.9 0.0 0.9 1.0 N/A N/A 501 0502 L 19+01 70 Rt 438.34 0.018 0.012 0.36 0.64 2.0 5.8 1.3 0.0 1.3 8.4 0.9 0.4 501 0503 L 19+30 18 Rt 441.93 0.019 0.036 0.05 0.81 2.0 5.8 0.3 0.0 0.3 1.6 0.3 0.0 502 501 0504 L 20+00 19 Rt 444.61 0.038 0.037 0.17 0.78 2.0 5.8 0.8 0.0 0.8 2.3 0.8 0.0 503 501 0505 L 20+00 18 Lt 444.94 0.038 0.005 0.11 0.66 2.0 5.8 0.4 0.0 0.4 5.7 0.3 0.1 501 0507 L 21+00 18 Lt 448.28 0.026 0.005 0.08 0.82 2.0 5.8 0.4 0.0 0.4 5.2 0.3 0.0 506 601 0620 L 30+87 30 Rt 426.17 0.003 0.330 0.00 0.00 0.0 0.0 0.0 0.0 601 0602 L 30+87 26 Rt 430.37 0.003 0.032 0.24 0.79 2.0 5.8 1.1 0.3 1.4 6.9 1.2 0.2 612 601 0607 L 30+86 18 Lt 431.43 0.003 0.040 0.00 0.89 2.0 5.8 0.0 0.0 0.0 0.4 0.0 0.0 601 0612 L 31+00 27 Rt 430.14 SAG 0.033 0.54 0.80 2.0 5.8 2.5 0.2 2.7 8.8 N/A N/A 601 0604 L 29+50 19 Lt 432.35 0.013 0.040 0.00 0.66 2.0 5.8 0.0 0.3 0.3 2.7 0.3 0.0 602 Page 1 of 8 Printed 3/23/2020 CREATE DATE REV. DATE: I.D. NO.: DESCRIPTION: 3/23/2020 INLET COMPUTATION SHEET PROJ. NO.: Blue Ridge Road COUNTY: WAKE DESIGNED BY: REVD BY: JCB LOCATION ROADWAY RUNOFF INLET REMARKS W w 02Z U) w Q z O n w �of O Z m ww Z O w J a O U w z W D.A. w l ZW O2O C w 0 Zz T, I Wwui 0 O QD.A. ofQz > O SQ �° QC u f � Q QC Q+ n w f Q QI(mx) cn a QB O cnDw dJ(D ?z 601 0613 L 30+85 42 Lt 430.70 SAG 0.330 0.81 0.40 2.0 5.8 1.9 0.0 1.9 1.7 N/A N/A 601 0603 L 29+50 26 Rt 431.46 0.013 0.030 0.35 0.81 2.0 5.8 1.6 0.0 1.6 5.5 1.4 0.3 602 601 0605 L 28+30 18 Lt 434.63 0.028 0.004 0.07 0.64 2.0 5.8 0.2 0.0 0.2 3.1 0.2 0.0 603 601 0512 L 27+50 18 Lt 437.40 0.038 0.002 0.05 0.71 2.0 5.8 0.2 0.0 0.2 1.9 0.2 0.0 605 601 0614 L 28+28 47 Lt 436.68 SAG 0.330 0.29 0.57 2.0 5.8 1.0 0.0 1.0 1.1 N/A N/A 601 0509 L 26+00 18 Lt 442.49 0.031 0.009 0.08 0.76 2.0 5.8 0.4 0.0 0.4 3.7 0.4 0.0 601 0511 L 26+00 18 Rt 442.40 0.031 0.015 0.27 0.76 2.0 5.8 1.2 0.0 1.2 5.9 0.9 0.3 604 601 0514 L 25+00 18 Lt 445.26 0.026 0.016 0.13 0.82 2.0 5.8 0.6 0.0 0.6 3.8 0.6 0.0 509 601 0510 L 23+50 18 Lt 448.41 0.018 0.018 0.09 0.78 2.0 5.8 0.4 0.0 0.4 2.9 0.4 0.0 514 616 0615 L 37+35 46 Lt 424.00 SAG 0.330 0.23 0.32 10.0 5.8 0.4 0.0 0.4 0.6 N/A N/A 616 0610 L 37+00 19 Lt 426.69 0.039 0.020 0.04 0.67 2.0 5.8 0.1 0.0 0.1 2.6 0.1 0.0 609 616 0618 L 36+96 47 Lt 426.50 SAG 0.330 0.35 0.55 10.0 5.8 1.1 0.0 1.1 1.2 N/A N/A 617 0611 L 36+25 18 Lt 428.81 0.030 0.011 0.17 0.70 2.0 5.8 0.7 0.0 0.7 5.3 0.6 0.1 609 701 0715 Y7 10+50 22 Lt 413.37 0.030 0.022 0.04 0.84 2.0 5.8 0.2 0.0 0.2 2.9 0.2 0.0 701 0702 Y7 10+50 20 Rt 414.50 0.030 0.022 0.06 0.79 2.0 5.8 0.3 0.0 0.3 3.4 0.3 0.0 701 0703 L 38+81 19 Rt 417.33 0.043 0.046 0.19 0.79 2.0 5.8 0.9 0.0 0.9 2.3 0.9 0.0 702 701 0608 L 37+75 18 Rt 422.66 0.048 0.043 0.03 0.75 2.0 5.8 0.1 0.4 0.6 1.9 0.6 0.0 703 701 0609 L 37+63 20 Rt 423.06 0.048 0.034 0.62 0.68 2.0 5.8 2.4 0.1 2.6 4.6 2.1 0.4 608 704 0705 L 48+48 29 Rt 397.40 0.003 0.330 0.02 0.30 2.0 5.8 0.0 0.0 0.0 704 0706 L 48+48 26 Rt 401.00 SAG 0.027 0.14 0.81 2.0 5.8 0.7 0.2 0.9 3.5 N/A N/A 704 0707 L 48+00 26 Rt 401.19 0.004 0.023 0.18 0.80 2.0 5.8 0.8 0.4 1.2 7.5 1.0 0.2 706 704 0711 L 48+48 18 Lt 401.63 0.003 0.005 0.03 0.78 2.0 5.8 0.1 0.0 0.2 6.6 0.1 0.0 712 Page 2 of 8 Printed 3/23/2020 CREATE DATE REV. DATE: I.D. NO.: DESCRIPTION: 3/23/2020 INLET COMPUTATION SHEET PROJ. NO.: Blue Ridge Road COUNTY: WAKE DESIGNED BY: REVD BY: JCB LOCATION ROADWAY RUNOFF INLET REMARKS W w 02Z U) w Q z O n w �of O Z m ww Z O w J a O U w z W D.A. w l ZW O2O C w 0 Zz T, I Wwui 0 O QD.A. ofQz > O SQ �° QC u f � Q QC Q + n w w Q Ql(mx) cn a QB O cnDw dJ(D ?z 704 0708 L 46+00 26 Rt 403.03 0.020 0.018 0.27 0.80 2.0 5.8 1.2 0.4 1.6 6.9 1.2 0.4 707 704 0712 L 48+00 19 Lt 401.51 SAG 0.015 0.15 0.78 2.0 5.8 0.7 0.1 0.8 5.7 N/A N/A 704 0714 L 48+80 18 Lt 401.65 0.003 0.009 0.06 0.81 2.0 5.8 0.3 0.0 0.3 6.7 0.2 0.0 711 704 0709 L 44+00 26 Rt 406.38 0.021 0.027 0.36 0.79 2.0 5.8 1.6 0.3 1.9 5.7 1.5 0.4 708 704 0713 L 47+00 19 Lt 401.98 0.006 0.020 0.21 0.76 2.0 5.8 0.9 0.0 0.9 6.4 0.8 0.1 712 704 0710 L 42+00 26 Rt 410.09 0.011 0.044 0.43 0.80 2.0 5.8 2.0 0.0 2.0 4.9 1.7 0.3 709 901 0902 L 61+00 19 Lt 378.51 0.007 0.023 0.22 0.81 2.0 5.8 1.0 0.0 1.0 6.1 0.9 0.2 901 0801 L 58+50 19 Lt 383.92 0.044 0.027 0.15 0.80 2.0 5.8 0.7 0.0 0.7 2.6 0.7 0.0 902 901 0802 L 57+00 19 Lt 388.28 0.023 0.060 0.34 0.77 2.0 5.8 1.5 0.1 1.6 3.0 1.5 0.0 801 901 0803 L 55+00 19 Lt 391.81 0.025 0.060 0.35 0.73 2.0 5.8 1.5 0.2 1.6 3.0 1.6 0.1 802 901 0804 L 53+00 19 Lt 394.94 0.010 0.014 0.17 0.75 2.0 5.8 0.7 0.1 0.9 7.1 0.7 0.2 803 901 0805 L 51+95 19 Lt 395.94 0.004 0.032 0.11 0.69 2.0 5.8 0.4 0.0 0.4 4.6 0.4 0.0 804 901 0806 L 51+95 41 Lt 395.00 SAG 0.330 0.31 0.32 2.0 5.8 0.6 0.0 0.6 0.8 N/A N/A 901 0807 L 51+95 18 Rt 394.67 0.004 0.058 0.29 0.82 2.0 5.8 1.4 0.0 1.4 4.4 1.3 0.1 804 903 0904 L 61+00 29 Rt 378.45 0.007 0.016 0.10 0.81 2.0 5.8 0.4 0.2 0.7 6.1 0.6 0.1 903 0905 L 60+00 29 Rt 379.46 0.015 0.017 0.25 0.75 2.0 5.8 1.1 0.0 1.1 6.2 0.9 0.2 904 1001 1002 L 73+83 21 Lt 364.45 0.007 0.020 0.01 0.78 2.0 5.8 0.1 0.0 0.1 1.3 0.1 0.0 1003 1001 1003 L 72+50 20 Lt 362.36 0.010 0.026 0.09 0.83 2.0 5.8 0.4 0.0 0.4 3.1 0.4 0.0 1004 1001 1019 L 71+65 19 Lt 361.95 SAG 0.024 0.08 0.86 2.0 5.8 0.4 0.0 0.4 1.6 N/A N/A 1001 1004 L 71+50 19 Lt 361.96 SAG 0.024 0.05 0.86 2.0 5.8 0.2 0.0 0.3 1.3 N/A N/A 1001 1005 L 71+00 19 Lt 362.06 0.007 0.022 0.09 0.86 2.0 5.8 0.5 0.0 0.5 4.1 0.4 0.0 1004 1001 1007 L 71+50 18 Rt 362.24 SAG 0.026 0.07 0.78 2.0 5.8 0.3 0.2 0.5 1.7 N/A N/A Page 3 of 8 Printed 3/23/2020 CREATE DATE REV. DATE: I.D. NO.: DESCRIPTION: 3/23/2020 INLET COMPUTATION SHEET PROJ. NO.: Blue Ridge Road COUNTY: WAKE DESIGNED BY: REVD BY: JCB LOCATION ROADWAY RUNOFF INLET REMARKS W w 02Z U) w Q z O n w �of O Z m ww Z O w J a O U w z W D.A. w l ZW O2O C w 0 Zz T, I Wwui 0 O QD.A. ofQz > O SQ �° QC u f � Q QC Q+ n w f Q QI(mx) cn a QB O cnDw dJ(D ?z 1001 1006 L 71+00 18 Rt 362.56 0.007 0.014 0.11 0.73 2.0 5.8 0.5 0.1 0.6 6.2 0.5 0.1 1007 1001 0906 L 69+00 18 Rt 364.80 0.020 0.019 0.16 0.82 2.0 5.8 0.7 0.1 0.8 4.7 0.7 0.1 1006 1001 0911 L 67+50 18 Rt 367.17 0.025 0.013 0.15 0.75 2.0 5.8 0.6 0.0 0.6 4.7 0.6 0.1 906 1001 0907 L 66+50 18 Rt 370.24 0.034 0.060 0.19 0.77 2.0 5.8 0.9 0.0 0.9 2.0 0.9 0.0 911 1001 0912 L 67+50 19 Lt 368.29 0.025 0.060 0.10 0.46 2.0 5.8 0.3 0.0 0.3 1.8 0.3 0.0 911 1001 0908 L 65+50 18 Rt 372.14 0.016 0.060 0.23 0.80 2.0 5.8 1.1 0.1 1.2 2.8 1.1 0.0 907 1001 0909 L 63+90 18 Rt 374.51 0.016 0.047 0.16 0.84 2.0 5.8 0.8 0.0 0.8 2.6 0.8 0.0 908 1001 0910 L 63+90 18 Lt 374.87 0.016 0.012 0.13 0.81 2.0 5.8 0.6 0.0 0.6 5.5 0.5 0.1 908 1008 1009 L 71+80 27 Rt 361.97 0.003 0.330 0.00 0.00 0.0 0.1 0.0 0.1 1008 1010 L 71+85 18 Rt 362.45 0.003 0.025 0.18 0.80 2.0 5.8 0.8 0.0 0.8 6.4 0.8 0.1 1007 1011 1021 L 75+40 21 Lt 360.87 0.034 0.040 0.07 0.86 2.0 5.8 0.3 0.0 0.3 1.6 0.3 0.0 1018 1011 1018 L 76+25 21 Lt 358.71 0.017 0.040 0.08 0.78 2.0 5.8 0.3 0.0 0.3 1.8 0.3 0.0 1012 1011 1012 L 76+80 21 Lt 358.17 SAG 0.035 0.09 0.79 2.0 5.8 0.4 0.0 0.4 1.5 N/A N/A 1011 1013 L 77+12 20 Lt 358.28 0.003 0.025 0.10 0.79 2.0 5.8 0.4 0.0 0.4 4.6 0.4 0.0 1012 1011 1015 L 76+80 5 Rt 359.36 0.006 0.040 0.07 0.75 2.0 5.8 0.3 0.0 0.3 3.3 0.3 0.0 1014 1011 1014 L 77+12 5 Rt 359.01 SAG 0.025 0.07 0.68 2.0 5.8 0.3 0.1 0.3 3.7 N/A N/A 1011 1016 L 76+00 6 Rt 360.44 0.022 0.040 0.11 0.81 2.0 5.8 0.5 0.0 0.5 3.1 0.5 0.0 1015 1011 1024 L 77+30 5 Rt 359.02 0.004 0.020 0.10 0.73 2.0 5.8 0.4 0.0 0.4 6.1 0.4 0.1 1014 1011 1017 L 76+00 43 Rt 360.05 SAG 0.330 0.20 0.34 2.0 5.8 0.4 0.0 0.4 0.6 N/A N/A 1023 1022 L 76+02 97 Lt 351.50 SAG 0.100 0.00 0.30 2.0 5.8 0.0 0.0 0.0 0.0 N/A N/A 1114 1116 L 87+04 21 Lt 324.58 SAG 0.040 0.11 0.81 2.0 5.8 0.5 0.0 0.5 1.6 N/A N/A 1114 1112 L 86+50 1 21 Lt 324.88 0.011 0.040 0.10 0.79 r2,0 5.8 0.4 0.0 0.5 2.4 0.5 0.0 1116 Page 4 of 8 Printed 3/23/2020 CREATE DATE REV. DATE: I.D. NO.: DESCRIPTION: 3/23/2020 INLET COMPUTATION SHEET PROJ. NO.: Blue Ridge Road COUNTY: WAKE DESIGNED BY: REVD BY: JCB LOCATION ROADWAY RUNOFF INLET REMARKS W w 02Z U) w Q z O n w �of O Z m ww Z O w J a O U w z W D.A. w l ZW O2O o C w 0 Zz T, I Wwui 0 O QD.A. ofQz > O SQ �° QC u f � Q QC Q+ n w f Q QI(mx) cn a QB O cnDw dJ(D ?z 1114 1119 L 87+04 5 Rt 325.87 SAG 0.040 0.10 0.77 2.0 5.8 0.5 0.0 0.5 2.8 N/A N/A 1114 1121 L 87+50 20 Lt 325.10 0.009 0.025 0.08 0.80 2.0 5.8 0.4 0.0 0.4 2.9 0.4 0.0 1116 1114 1108 L 85+75 21 Lt 326.27 0.026 0.040 0.25 0.67 2.0 5.8 1.0 0.0 1.0 2.9 1.0 0.0 1112 1114 1115 L 87+04 48 Rt 324.50 SAG 0.100 0.06 0.30 2.0 5.8 0.1 0.0 0.1 0.8 N/A N/A 1114 1123 L 87+50 5 Rt 326.00 0.009 0.025 0.04 0.75 2.0 5.8 0.2 0.0 0.2 3.5 0.2 0.0 1119 1114 1109 L 85+75 6 Rt 327.39 0.026 0.040 0.10 0.69 2.0 5.8 0.4 0.0 0.4 2.7 0.4 0.0 1112 1114 1113 L 86+76 41 Rt 326.20 0.006 0.100 0.00 0.00 0.0 0.2 0.0 0.2 1114 1120 L 87+91 1 Rt 326.40 0.018 0.015 0.06 0.80 2.0 5.8 0.3 0.0 0.3 4.7 0.2 0.0 1123 1114 1105 L 84+75 6 Rt 331.03 0.046 0.040 0.09 0.70 2.0 5.8 0.4 0.0 0.4 2.4 0.4 0.0 1109 1114 1125 L 88+65 6 Lt 328.06 0.015 0.018 0.03 0.79 2.0 5.8 0.1 0.0 0.1 3.3 0.1 0.0 1121 1114 1104 L 83+75 5 Rt 335.76 0.036 0.040 0.11 0.72 2.0 5.8 0.5 0.0 0.5 2.7 0.5 0.0 1105 1114 1122 L 88+65 21 Rt 327.34 0.015 0.018 0.05 0.80 2.0 5.8 0.2 0.0 0.2 1.9 0.2 0.0 1120 1114 1102 L 82+50 5 Lt 339.68 0.043 0.010 0.02 0.66 2.0 5.8 0.1 0.0 0.1 3.4 0.1 0.0 1108 1114 1101 L 82+25 6 Lt 340.87 0.048 0.024 0.08 0.73 2.0 5.8 0.3 0.0 0.3 3.2 0.3 0.0 1102 1114 1103 L 82+40 20 Rt 339.66 0.045 0.015 0.09 0.78 2.0 5.8 0.4 0.1 0.5 2.6 0.5 0.0 1104 1114 1020 L 81+50 21 Rt 344.03 0.063 0.040 0.37 0.81 2.0 5.8 1.7 0.0 1.7 3.1 1.6 0.1 1103 1202 1201 L 94+75 18 Rt 316.01 0.011 0.030 0.17 0.77 2.0 5.8 0.8 0.0 0.8 3.9 0.7 0.0 1221 1202 1127 L 92+88 19 Rt 318.21 0.024 0.020 0.08 0.77 2.0 5.8 0.3 0.4 0.7 3.9 0.7 0.1 1202 1126 L 92+40 19 Rt 319.60 0.034 0.020 0.37 0.78 2.0 5.8 1.7 0.0 1.7 5.7 1.3 0.4 1127 1208 1132 L 92+78 40 Lt 318.30 0.026 0.000 0.00 0.00 0.0 0.5 0.0 0.5 1208 1131 L 92+40 40 Lt 318.70 SAG 0.330 0.27 0.33 2.0 5.8 0.5 0.0 0.5 0.7 N/A N/A 1217 1215 Y18 11+45 19 Rt 304.82 0.025 0.010 0.03 0.69 2.0 5.8 0.1 0.0 0.1 1.3 0.1 0.0 Page 5 of 8 Printed 3/23/2020 CREATE DATE REV. DATE: I.D. NO.: DESCRIPTION: 3/23/2020 INLET COMPUTATION SHEET PROJ. NO.: Blue Ridge Road COUNTY: WAKE DESIGNED BY: REVD BY: JCB LOCATION ROADWAY RUNOFF INLET REMARKS W w 02Z U) w Q z O n w �of O Z m ww Z O w J a O U w z W D.A. w l ZW O2O C w 0 Zz T, I Wwui 0 O QD.A. ofQz > O SQ �° QC u f � Q Q +QC n w f Q Ql(mx) cn a QB O cnDw dJ(D ?z 1217 1213 Y18 12+21 19 Rt 307.25 0.023 0.020 0.02 0.67 2.0 5.8 0.1 0.0 0.1 1.1 0.1 0.0 1215 1217 1211 L 97+60 65 Lt 309.01 0.060 0.020 0.06 0.80 2.0 5.8 0.3 0.0 0.3 1.6 0.3 0.0 1213 1217 1214 Y18 12+20 4 Rt 306.94 0.023 0.020 0.02 0.73 2.0 5.8 0.1 0.0 0.1 1.1 0.1 0.0 1217 1212 L 97+25 41 Lt 310.88 0.040 0.020 0.06 0.77 2.0 5.8 0.2 0.0 0.2 1.6 0.2 0.0 1211 1217 1216 Y18 12+19 20 Lt 306.37 0.023 0.020 0.13 0.83 2.0 5.8 0.6 0.0 0.6 3.5 0.6 0.0 1217 1219 L 96+66 22 Lt 312.56 0.027 0.020 0.06 0.72 2.0 5.8 0.2 0.0 0.2 1.7 0.2 0.0 1212 1217 1209 L 95+86 22 Lt 315.54 0.020 0.033 0.00 0.00 0.0 0.0 0.0 0.0 1217 1207 L 95+77 52 Lt 315.50 SAG 0.160 0.12 0.30 2.0 5.8 0.2 0.0 0.2 0.8 N/A N/A 1225 1231 L 99+23 42 Rt 298.30 0.000 0.020 0.00 0.00 0.0 1.8 0.0 1.8 1225 1223 L 99+20 19 Rt 299.88 0.073 0.020 0.05 0.70 2.0 5.8 0.2 0.0 0.2 1.4 0.2 0.0 1225 1222 L 98+62 19 Rt 303.90 0.065 0.020 0.15 0.80 2.0 5.8 0.7 0.0 0.7 2.6 0.7 0.0 1223 1225 1224 L 99+18 19 Lt 300.06 0.073 0.020 0.11 0.78 2.0 5.8 0.5 0.0 0.5 1.9 0.5 0.0 1225 1221 L 97+50 56 Rt 309.29 0.060 0.020 0.17 0.62 2.0 5.8 0.6 0.2 0.9 3.2 0.8 0.0 1222 1225 1228 L 99+18 36 Lt 300.38 SAG 0.100 0.11 0.34 2.0 5.8 0.2 0.0 0.2 1.3 N/A N/A 1225 1220 L 96+50 19 Rt 313.05 0.025 0.020 0.27 0.75 2.0 5.8 1.2 0.0 1.2 5.1 1.0 0.2 1221 1227 1226 L 103+69 19 Rt 261.68 0.085 0.020 0.17 0.74 2.0 5.8 0.7 0.0 0.7 2.3 0.7 0.0 1306 1227 1229 L 103+68 23 Lt 261.39 0.085 0.020 0.30 0.82 2.0 5.8 1.4 0.0 1.4 4.0 100.0 0.0 1300 1319 L 108+00 19 Lt 232.97 0.043 0.020 0.07 0.66 2.0 5.8 0.3 0.1 0.4 1.9 0.4 0.0 1326 1300 1317 L 108+00 3 Rt 233.42 0.043 0.020 0.00 0.30 2.0 5.8 0.0 0.0 0.0 0.3 0.0 0.0 1300 1305 L 107+10 3 Rt 237.75 0.054 0.020 0.00 0.30 2.0 5.8 0.0 0.0 0.0 0.3 0.0 0.0 1300 1306 L 108+00 19 Rt 232.97 0.043 0.020 0.37 0.72 2.0 5.8 1.5 0.0 1.5 5.1 1.2 0.3 1308 1300 1304 L 105+54 3 Rt 247.55 0.073 0.020 0.00 0.46 2.0 5.8 0.0 0.0 0.0 0.4 0.0 0.0 Page 6 of 8 Printed 3/23/2020 CREATE DATE REV. DATE: I.D. NO.: DESCRIPTION: 3/23/2020 INLET COMPUTATION SHEET PROJ. NO.: Blue Ridge Road COUNTY: WAKE DESIGNED BY: REVD BY: JCB LOCATION ROADWAY RUNOFF INLET REMARKS W w 02Z U) w Q z O n w �of O Z m ww Z O w J a O U w z W D.A. w l ZW O2O C w 0 Zz T, I Wwui 0 O QD.A. ofQz > O SQ �° QC u f � Q QC Q+ n w f Q QI(mx) cn a QB O cnDw dJ(D ?z 1300 1309 L 107+10 19 Lt 237.30 0.054 0.020 0.34 0.44 2.0 5.8 0.8 0.3 1.1 4.0 1.0 0.1 1319 1300 1315 L 105+53 19 Lt 247.23 0.073 0.020 0.55 0.53 2.0 5.8 1.7 0.0 1.7 4.6 1.4 0.3 1309 1300 1303 L 105+53 29 Lt 248.15 0.073 0.020 0.00 0.00 0.0 1.7 0.0 1.7 1300 1302 Y20 10+46 22 Lt 253.44 0.017 0.078 0.00 0.00 0.0 0.9 0.0 0.9 1300 1301 Y20 10+45 18 Lt 253.44 0.017 0.078 0.28 0.59 2.0 5.8 0.9 0.0 0.9 2.1 0.9 0.0 1315 1300 1230 L 103+76 50 Lt 263.90 SAG 0.160 0.31 0.43 2.0 5.8 0.8 0.0 0.8 2.0 N/A N/A 1330 1329 L 111 +50 18 Lt 225.36 0.002 0.035 0.04 0.79 2.0 5.8 0.2 0.1 0.3 3.0 0.3 0.0 1328 1330 1320 L 111 +50 19 Rt 226.12 0.003 0.007 0.03 0.72 2.0 5.8 0.1 0.0 0.1 4.7 0.1 0.0 1312 1330 1324 L 111 +90 18 Lt 225.53 0.006 0.035 0.23 0.81 2.0 5.8 1.1 0.0 1.1 4.9 1.0 0.1 1329 1330 1328 L 111+15 19 Lt 225.06 SAG 0.057 0.11 0.79 2.0 5.8 0.5 0.1 0.6 1.4 N/A N/A 1330 1314 L 111+50 49 Rt 224.64 SAG 0.100 0.06 0.31 2.0 5.8 0.1 0.0 0.1 0.5 N/A N/A 1330 1321 L 112+00 19 Rt 226.09 0.003 0.007 0.03 0.71 2.0 5.8 0.1 0.0 0.1 4.8 0.1 0.0 1320 1330 1323 L 110+60 18 Rt 226.15 0.011 0.015 0.08 0.71 2.0 5.8 0.3 0.1 0.4 4.0 0.4 0.0 1312 1330 1326 L 110+50 18 Lt 226.05 0.012 0.026 0.21 0.71 2.0 5.8 0.8 0.0 0.8 4.4 0.8 0.1 1328 1330 1316 L 112+40 39 Rt 224.57 SAG 0.020 0.40 0.58 2.0 5.8 1.3 0.0 1.3 4.0 N/A N/A 1330 1322 L 112+50 19 Rt 227.26 0.024 0.006 0.06 0.71 2.0 5.8 0.2 0.0 0.3 3.7 0.3 0.0 1321 1330 1308 L 109+50 19 Rt 227.97 0.024 0.020 0.10 0.71 2.0 5.8 0.4 0.3 0.7 3.9 0.7 0.1 1323 1330 1318 L 112+65 47 Rt 223.50 SAG 0.330 0.22 0.30 2.0 5.8 0.4 0.0 0.4 0.4 N/A N/A 1330 1401 L 113+50 19 Rt 229.58 0.031 0.006 0.08 0.83 2.0 5.8 0.4 0.0 0.4 4.6 0.3 0.0 1322 1330 1405 Y21 16+14 12 Rt 231.88 0.000 0.100 0.00 0.00 0.0 2.2 0.0 2.2 1330 1404 Y21 16+30 23 Rt 231.33 0.041 0.035 0.15 0.85 2.0 5.8 0.7 0.0 0.7 2.2 0.7 0.0 1401 1331 1310 L 108+59 60 Rt 220.70 SAG 0.100 1.42 0.50 2.0 5.8 4.1 0.0 4.1 4.4 N/A N/A Page 7 of 8 Printed 3/23/2020 CREATE DATE REV. DATE: I.D. NO.: DESCRIPTION: 3/23/2020 INLET COMPUTATION SHEET PROJ. NO.: Blue Ridge Road COUNTY: WAKE DESIGNED BY: REVD BY: JCB LOCATION ROADWAY RUNOFF INLET w Z Z a w Wwui ofQz w O W w z O w O O w l w 0 > O cn cnDw 02Z z 0 u f REMARKS �of w W ZW O2O Zz O SQ f Q a dJ(D n O m J �° � n ?z U) Q ww U Q+ D.A. C T, I QD.A. QC QI(mx) QB Q QC 1331 1311 L 109+88 47 Rt 220.80 SAG 0.100 0.23 0.76 2.0 5.8 1.0 0.0 1.0 1.7 N/A N/A 1331 1313 L 110+79 47 Rt 224.70 0.008 0.100 0.00 0.00 0.0 2.2 0.0 2.2 1331 1312 L 110+80 78 Rt 226.29 0.008 0.020 0.31 0.68 2.0 5.8 1.2 0.0 1.2 7.0 100.0 0.0 1334 1333 G2 15+50 21 Lt 226.80 SAG 0.500 0.29 0.30 2.0 5.8 0.5 0.0 0.5 0.5 N/A N/A 1334 1332 G2 14+98 23 Lt 231.15 SAG 0.500 0.29 0.30 10.0 5.8 0.5 0.0 0.5 0.3 N/A N/A Page 8 of 8 Printed 3/23/2020