C C 006 C 16 C 006 C 100 Starting Water Surface From 1988 FIS for Lower Penitencia Creek (11.5) C 006 C 100 Cross Sections are Left to Right to Loooking Downstream. C 006 C 100 Stream Cross Sections and Overbank Elevations Were Taken C 006 C 100 Photogrammetrically by Nolte South San Francisco C 006 C 100 Sections 430 Through 460 have Wide Top of Banks Which are Assumed not C 006 C 100 to be Levees in this Analysis C 006 C 100 C 006 C 100 Confluence With Lower Penitencia Creek C 006 C 130 Calera Creek Confluence C 006 C 160 Channel Section Changes to Concrete Lined with Some Vegetation, n= 0.025C 006 C 190 Confluence with Wrigley Ditch C 006 C 210 Double RR Crossing, Solid Wall Pier Common to Both Bridges C 006 C 210 C 006 C 240 Channel Section Changes to Earth Lined, n= 0.035 C 006 C 270 C 006 C 310 N. Milpitas Blvd. Bridge C 006 T1 George S. Nolte and Associates 250-89-08T1 039 T2 Michael Cadei T2 040 T3 Berryessa Creek 100-Year T3 041 * Channel Capacity Run with Right Levees Failed from xs 230 to 290 * 001 * * 001 J1 -10 2 11.5 J1 018 J2 -1 J2 019 * Set Output to Print CWSEL/RBEL to Check for Capacity w/o Rt. Levee 230 to 290 * 001 J3 38 1 24 43 J3 020 NC .025 .025 .035 0.1 0.3 NC 029 QT 6 5600. 3000 2000 1000 500 200 QT 034 * Confluence with Lower Penitencia Creek * 001 X1 100. 19.0 4953.5 5080.0 X1 053 X310 X3 055 GR13.9 4757.0 13.5 4777.8 14.8 4785.9 14.8 4897.6 14.8 4933.3 GR 015 GR14.2 4936.0 14.5 4953.5 9.5 4968.0 2.5 4983.7 2.5 5000.0 GR 015 GR2.5 5024.2 6.7 5034.5 7.0 5060.2 17.7 5080.0 17.3 5098.2 GR 015 GR14.2 5112.9 13.1 5162.8 16.6 5184.5 16.0 5212.5 GR 015 X1110.0 17.0 4938.35071.3 306.4 298.5 311.8 X1 053 X310 X3 055 GR12.4 4778.3 11.7 4795.8 12.4 4799.2 13.8 4919.1 15.9 4925.7 GR 015 GR15.6 4938.3 7.3 4954.1 7.2 4978.3 2.6 4984.3 2.6 5000.0 GR 015 GR2.6 5012.4 3.3 5027.5 6.9 5033.2 6.9 5054.7 17.1 5071.3 GR 015 GR17.5 5084.6 15.2 5099.9 GR 015 X1120.0 19.0 4938.8 5069.7 362.9 375.4 349.8 X1 053 X310 X3 055 GR13.1 4782.7 12.4 4801.6 13.5 4825.3 14.4 4910.8 13.4 4922.3 GR 015 GR16.0 4928.3 15.6 4938.8 7.2 4958.1 7.2 4979.3 3.0 4985.9 GR 015 GR3.0 5000.0 3.0 5018.7 3.9 5030.8 7.2 5035.8 7.9 5055.9 GR 015 GR17.3 5069.7 17.3 5084.5 14.4 5098.2 13.6 5154.5 GR 015 * Calera Creek Confluence * 001 QT 6 4900. 3000 2000 1000 500 200 QT 034 X1130.0 19.0 4944.4 5071.1 132.0 125.1 276.3 X1 053 X310 X3 055 GR13.1 4786.8 12.6 4806.2 14.4 4892.2 13.6 4918.4 15.6 4930.3 GR 015 GR15.6 4944.4 7.6 4958.4 7.5 4982.7 2.7 4990.8 2.7 5000.0 GR 015 GR2.7 5009.2 4.1 5022.0 7.4 5035.2 7.8 5055.3 14.0 5071.1 GR 015 GR14.4 5083.7 10.8 5095.3 10.7 5110.1 14.0 5126.2 GR 015 X1140.0 18.0 4949.8 5080.1 414.7 413.6 407.7 X1 053 X310 X3 055 GR13.1 4897.5 12.8 4926.8 16.7 4935.6 16.5 4949.8 8.2 4963.5 GR 015 GR8.2 4987.1 3.2 4994.7 3.2 5000.0 3.2 5009.3 4.5 5017.5 GR 015 GR4.4 5036.9 7.8 5044.7 8.5 5065.4 14.7 5080.1 14.7 5095.0 GR 015 GR10.5 5107.7 10.5 5121.5 14.4 5136.2 GR 015 X1150.0 16.0 4937.1 5076.7 404.5 398.4 385.0 X1 053 X310 X3 055 GR12.9 4891.7 12.9 4912.6 16.6 4927.4 16.6 4937.1 8.2 4951.8 GR 015 GR7.7 4977.4 3.3 4994.3 3.3 5000.0 3.3 5006.0 4.2 5012.1 GR 015 GR5.0 5033.0 8.4 5042.7 9.0 5058.0 15.2 5076.7 15.8 5087.4 GR 015 GR11.1 5103.1 GR 015 * Concrete Channel With Some Vegetation, O/B Unchanged * 001 NC .025 NC 029 X1160.0 16.0 4957.7 5084.1 268.8 272.8 285.4 X1 053 X310 X3 055 GR13.2 4915.5 13.3 4935.6 15.4 4946.3 15.4 4957.7 12.9 4963.7 GR 015 GR11.4 4983.6 3.5 4998.0 3.5 5000.0 3.5 5001.8 4.1 5013.5 GR 015 GR4.9 5044.1 11.2 5058.5 11.9 5074.9 15.4 5084.1 15.6 5098.3 GR 015 GR10.7 5108.4 GR 015 X1170.0 14.0 4972.5 5050.9 78.2 72.9 72.0 X1 053 X310 X3 055 GR11.9 4889.3 12.1 4909.0 13.8 4920.6 16.4 4945.9 15.4 4972.5 GR 015 GR10.3 4983.9 3.7 4994.9 3.7 5000.0 3.7 5004.7 3.9 5006.8 GR 015 GR3.9 5031.5 16.1 5050.9 16.1 5074.8 11.3 5087.9 GR 015 X1180.0 13.0 4970.9 5029.5 171.0 174.5 156.2 X1 053 X310 X3 055 GR32.9 4893.0 20.8 4916.2 14.4 4925.4 14.4 4930.6 17.0 4941.1 GR 015 GR17.3 4970.9 11.1 4981.3 4.2 4986.5 4.2 5000.0 4.2 5016.0 GR 015 GR15.3 5029.5 14.5 5054.3 11.1 5064.7 GR 015 QT 6 4500. 3000 2000 1000 500 200 QT 034 * Confluence With Wrigley Ditch * 001 X1190.0 10.0 4968.1 5029.2 128.6 114.1 63.7 X1 053 X310 X3 055 GR11.7 4882.3 12.2 4904.3 16.8 4942.9 17.2 4968.1 4.3 4984.1 GR 015 GR4.3 5000.0 4.3 5013.4 16.1 5029.2 15.2 5059.5 11.0 5071.0 GR 015 NC 0.3 0.5 NC 029 * Downstream RR Crossing (First of Two Crossings) * 001 SB 0.9 1.5 2.6 36 2 444.0 1.1 4.9 4.3SB 036 X1210.0 13.0 4977.7 5034.0 73.0 90.7 72.7 X1 053 X2 1 15.2 19.3 0 0 X2 054 X310 19.3 19.3 X3 055 BT13.0 4888.1 19.3 18.3 4907.9 19.3 11.5 4941.0 19.5 11.6 BT 005 BT4950.619.5 15.6 4977.7 19.7 15.5 4977.8 19.7 14.9 4986.8 BT 005 BT19.9 14.9 5000.0 20.2 15.2 5019.9 20.2 15.2 5033.9 20.2 BT 005 BT15.2 5034.0 20.2 15.9 5058.6 20.6 16.5 5069.0 20.8 12.9 BT 005 GR18.3 4888.1 11.5 4907.9 11.6 4941.0 15.6 4950.6 15.5 4977.7 GR 015 GR15.4 4977.8 4.9 4986.8 4.9 5000.0 4.9 5019.9 15.8 5033.9 GR 015 GR15.9 5034.0 16.5 5058.6 12.9 5069.0 GR 015 SB 0.9 1.28 2.6 36 2 444.0 1.1 5.2 4.9SB 036 X1220.0 12.0 4972.9 5028.2 70.0 70.1 71.1 X1 053 X2 1 15.2 18.6 X2 054 X3 10 18.6 18.6 X3 055 BT12.0 4899.9 18.8 17.8 4922.4 18.7 8.7 4951.9 18.6 17.0 BT 005 BT4967.318.8 16.6 4972.9 18.9 16.2 4973.0 18.9 15.2 4986.1 BT 005 BT19.1 15.2 5000.0 19.4 15.2 5017.8 19.4 15.2 5028.1 19.4 BT 005 BT15.2 5028.2 19.4 16.1 5058.6 19.6 16.1 BT 005 GR17.8 4899.9 8.7 4922.4 17.0 4951.9 16.6 4967.3 16.2 4972.9 GR 015 GR16.1 4973.0 5.2 4986.1 5.2 5000.0 5.2 5017.8 16.0 5028.1 GR 015 GR16.1 5028.2 16.1 5058.6 GR 015 NC 0.1 0.3 NC 029 X1222.0 12.0 4974.4 5032.2 37.3 36.9 36.3 X1 053 X310 X3 055 GR8.8 4922.3 15.8 4949.4 16.3 4972.2 16.1 4974.4 7.6 4980.6 GR 015 GR7.6 4985.4 5.3 4991.6 5.3 5000.0 5.3 5021.0 16.8 5032.2 GR 015 GR16.1 5055.9 11.0 5065.8 GR 015 X1230.0 11.0 4968.6 5035.4 67.5 66.4 139.8 X1 053 X310 X3 055 GR8.8 4895.5 8.8 4904.6 16.3 4927.8 16.1 4968.6 15.6 4971.5 GR 015 GR5.4 4990.2 5.4 5000.0 5.4 5017.9 11.15035.4 11.15054.3 GR 015 GR11.1 5066.3 GR 015 X1232.0 11.0 4973.1 5033.1 41.8 47.3 40.5 X1 053 X310 X3 055 GR7.7 4878.8 7.9 4895.9 12.9 4913.2 17.3 4926.0 16.8 4973.1 GR 015 GR5.6 4989.8 5.6 5000.0 5.6 5017.7 11.55033.1 11.55051.8 GR 015 GR11.5 5065.1 GR 015 * Channel Changes to Earth Lined * 001 NC 0.025 0.030.035 NC 029 X1240.0 11.0 4956.2 5053.2 76.6 73.8 74.7 X1 053 X310 X3 055 GR8.5 4876.5 8.5 4901.8 9.4 4914.2 16.6 4930.3 17.0 4956.2 GR 015 GR5.6 4981.6 5.6 5000.0 5.6 5028.1 11.25053.2 11.25073.6 GR 015 GR11.2 5089.2 GR 015 X1250.0 16.0 4937.2 5067.3 354.5 354.9 346.0 X1 053 X310 X3 055 GR17.7 4884.7 16.2 4894.2 10.7 4903.8 10.7 4913.3 18.2 4928.6 GR 015 GR18.2 4937.2 9.7 4956.8 9.7 4973.8 5.6 4980.5 5.6 5000.0 GR 015 GR5.6 5024.4 9.5 5030.8 9.9 5049.9 10.35067.3 10.35077.7 GR 015 GR10.3 5095.5 GR 015 X1260.0 18.0 4936.5 5068.0 420.2 396.6 421.0 X1 053 X310 X3 055 GR15.9 4880.1 15.9 4886.5 10.3 4900.2 10.3 4911.3 19.2 4927.7 GR 015 GR19.2 4936.5 9.7 4955.1 9.0 4974.9 5.6 4984.9 5.6 5000.0 GR 015 GR5.6 5017.4 10.3 5030.6 10.5 5052.3 11.35068.0 11.35076.1 GR 015 GR11.3 5091.5 10.8 5105.8 5.1 5126.6 GR 015 X1270.0 15.0 4935.0 5064.9 868.0 893.1 800.8 X1 053 X310 X3 055 GR9.2 4867.1 9.7 4898.3 17.5 4917.4 17.7 4935.0 9.8 4952.3 GR 015 GR9.2 4971.0 5.7 4979.7 5.7 5000.0 5.7 5020.1 9.6 5034.6 GR 015 GR9.6 5047.1 9.55064.9 9.55074.5 9.5 5093.1 9.1 5115.9 GR 015 X1280.0 49.0 4937.6 5066.6 903.4 908.7 699.8 X1 053 X310 X3 055 GR18.6 3271.2 18.3 3301.4 13.6 3325.4 13.6 3369.8 20.0 3401.1 GR 015 GR20.0 3432.7 15.4 3450.3 14.9 3528.3 12.4 3600.3 12.4 3653.1 GR 015 GR12.6 3692.2 14.0 3756.2 18.8 3778.0 23.5 3833.7 16.5 3879.2 GR 015 GR15.8 3898.5 12.8 3910.3 13.6 3994.2 14.7 4106.0 14.6 4174.5 GR 015 GR13.4 4181.1 13.2 4226.5 14.8 4238.4 16.2 4465.6 15.7 4635.7 GR 015 GR13.0 4648.3 13.6 4731.1 16.7 4738.6 16.3 4749.7 14.7 4760.1 GR 015 GR14.7 4795.6 13.2 4842.0 11.2 4847.6 11.3 4888.6 13.6 4889.6 GR 015 GR13.9 4901.8 20.4 4921.9 20.4 4937.6 12.9 4952.6 12.9 4968.9 GR 015 GR7.9 4979.4 7.8 5000.0 7.8 5023.6 11.9 5031.9 11.9 5047.2 GR 015 GR 13.65066.6 13.65072.6 13.6 5083.0 12.8 5107.8 GR 015 X1290.0 26.0 4940.4 5084.7 437.1 527.6 272.3 X1 053 X310 X3 055 GR15.6 4266.8 15.5 4374.6 13.8 4379.4 13.4 4417.2 16.0 4425.2 GR 015 GR15.9 4615.8 13.0 4630.9 13.0 4694.2 14.5 4711.7 15.8 4819.3 GR 015 GR14.7 4892.3 21.1 4913.0 20.8 4926.8 20.0 4940.4 13.0 4957.7 GR 015 GR12.6 4971.0 7.9 4982.1 7.9 5000.0 7.9 5022.5 11.9 5029.4 GR 015 GR12.6 5043.0 17.25062.9 17.25070.5 17.25084.7 17.2 5105.9 GR 015 GR15.2 5132.3 GR 015 X1300.0 21.0 4937.8 5073.6 54.2 119.1 55.9 X1 053 X310 X3 055 GR14.6 4350.8 13.6 4402.2 13.1 4405.5 13.0 4463.5 12.8 4552.3 GR 015 GR16.2 4603.3 15.3 4745.3 15.1 4892.7 22.1 4912.8 22.0 4937.8 GR 015 GR13.8 4957.1 13.0 4971.9 8.1 4983.5 8.1 5000.0 8.1 5020.4 GR 015 GR13.0 5038.3 13.4 5049.0 21.5 5073.6 21.8 5085.1 24.0 5095.1 GR 015 GR23.4 5128.9 GR 015 NC 0.3 0.5 NC 029 * N. Milpitas Blvd. Crossing * 001 SB 1.00 1.67 2.6 95.5 3 1626 1.5 8.3 8.1SB 036 X1310.0 20.0 4924.8 5068.2 216.1 200.8 128.6 X1 053 X2 1 24.2 29.8 0.94 X2 054 X3 10 29.8 29.8 X3 055 BT20.0 4669.6 18.0 17.0 4692.2 18.9 17.0 4862.3 23.8 16.6 BT 005 BT4878.524.1 16.5 4896.2 24.5 21.5 4924.8 24.8 22.8 4924.9 BT 005 BT24.8 23.3 4956.4 25.2 23.7 4977.0 25.4 23.9 4990.9 25.6 BT 005 BT24.1 5000.0 25.7 24.2 5022.4 25.6 24.1 5029.9 25.5 24.1 BT 005 BT5048.125.4 23.9 5068.1 25.3 23.8 5068.2 25.3 21.6 5091.0 BT 005 BT25.1 22.1 5119.0 24.4 14.1 5227.4 21.4 13.8 5305.5 18.6 BT 005 BT13.1 BT 005 GR17.0 4669.6 17.0 4692.2 16.6 4862.3 16.5 4878.5 21.5 4896.2 GR 015 GR22.8 4924.8 22.7 4924.9 13.4 4956.4 13.0 4977.0 8.3 4990.9 GR 015 GR8.3 5000.0 8.3 5022.4 12.4 5029.9 13.3 5048.1 21.5 5068.1 GR 015 GR21.6 5068.2 22.1 5091.0 14.1 5119.0 13.8 5227.4 13.1 5305.5 GR 015 NC 0.1 0.3 NC 029 X1320.0 24.0 4926.0 5076.5 60.0 72.7 99.7 X1 053 X310 X3 055 GR17.4 4718.9 18.1 4867.2 16.1 4885.2 16.1 4903.5 21.2 4914.1 GR 015 GR20.6 4926.0 16.8 4934.5 16.5 4951.2 13.8 4955.4 13.0 4976.9 GR 015 GR8.8 4986.4 8.8 5000.0 8.8 5015.7 12.3 5027.0 13.0 5041.5 GR 015 GR15.9 5050.7 16.4 5065.3 20.8 5076.5 20.8 5088.0 14.6 5102.5 GR 015 GR13.8 5305.6 13.2 5514.5 11.9 5537.7 12.6 5634.4 GR 015 X1330.0 28.0 4935.7 5060.5 740.4 764.8 753.2 X1 053 X310 X3 055 GR17.4 4403.2 17.5 4522.5 17.5 4742.8 16.4 4917.9 21.0 4925.0 GR 015 GR20.8 4935.7 12.8 4957.3 12.2 4970.2 9.1 4980.6 9.1 5000.0 GR 015 GR9.1 5020.0 12.5 5028.3 13.2 5044.4 20.3 5060.5 20.3 5072.6 GR 015 GR15.6 5087.7 13.5 5094.8 13.8 5202.9 14.6 5246.0 15.4 5489.9 GR 015 GR15.1 5613.0 14.2 5622.8 12.2 5626.1 15.9 5639.4 15.1 5831.6 GR 015 GR14.6 5940.3 13.4 5944.7 14.3 6009.3 GR 015 X1340.0 17.0 4940.4 5066.7 539.5 545.0 538.3 X1 053 X310 X3 055 GR16.8 4663.9 17.1 4844.7 17.9 4864.8 18.3 4921.9 20.8 4926.6 GR 015 GR20.9 4940.4 14.3 4959.3 13.8 4978.5 9.3 4984.0 9.3 5000.0 GR 015 GR9.3 5022.1 14.7 5032.5 14.8 5050.7 21.9 5066.7 22.1 5074.4 GR 015 GR18.4 5085.1 18.5 5125.7 GR 015 EJ EJ 012 * Deck Stops at Tularcitos Creek * 001 T1 Q = 3000 CFS T1 039 T2 T2 040 T3 T3 041 J1 -10 3 11.5 J1 018 J2 2 -1 J2 019 T1 Q = 2000 CFS T1 039 T2 T2 040 T3 T3 041 J1 -10 4 11.5 J1 018 J2 3 -1 J2 019 T1 Q = 1000 CFS T1 039 T2 T2 040 T3 T3 041 J1 -10 5 11.5 J1 018 J2 4 -1 J2 019 T1 Q = 500 CFS T1 039 T2 T2 040 T3 T3 041 J1 -10 6 11.5 J1 018 J2 5 -1 J2 019 T1 Q = 200 CFS T1 039 T2 T2 040 T3 T3 041 J1 -10 7 11.5 J1 018 J2 6 -1 J2 019 BLANK_LINE 004 BLANK_LINE 004 BLANK_LINE 004 ER ER 013