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ALAMITOS CREEK

HEC-2 Runs Available for ALAMITOS CREEK in the guadalupe Watershed:
File Id Reach Location Type Description
3010001 21+70- 175+00 LWR PP-CAMDEN BR Flood Insurance Study REVISED: 1977
3010002 22+34- 42+65 PERC PDS-MADRONE Flood Insurance Study '86 FLOW ANALYSIS
3010004 42+65- 187+40 MADRONE - CAMDEN Flood Insurance Study MODIFIED: EDIT2
3010005 175+00- 235+33 CALERO CON-MCKEAN Flood Insurance Study '86 FLOW ANALYSIS
3010014 22+38 42+25 Percolation Ponds (Almaden Lake)145ft U/S of Gulf Crk Confluence Flood Insurance Study prepared by WWL - Nolte & Associates 100-year run modified: see run text for modifications
3010015 42+25 54+03 145ft U/S of Gulf Crk Confluence 1323ft U/S of Gulf Crk Confluence Flood Insurance Study prepared by WWL - Nolte & Associates 100-year run Modified from SCVWD Alamitos ck run #6 by Nolte & Assoc (3/91)
3010016 42+25 54+03 145ft U/S of Gulf Crk Confluence 3997ft D/S of Greystone Crk Confluence Flood Insurance Study prepared by WWL - Nolte & Associates 100-year run Modified from SCVWD Alamitos ck run #6 by Nolte & Assoc (8/91)
3010017 42+25 62+00 145ft U/S of Gulf Crk Confluence 2120ft U/S of Gulf Crk Confluence Flood Insurance Study Prepared by DJS - Nolte & Associates 100 year run Modified from decks ALAM6BAS.HC2 and ALAMMAIN.HC2
3010018 42+25 62+00 145ft U/S of Gulf Crk Confluence 2120ft U/S of Gulf Crk Confluence Flood Insurance Study Prepared by DJS - Nolte & Associates 100 year run Modified from decks ALAM6BAS.HC2 and ALAMMAIN.HC2
3010019 42+29 62+00 149ft U/S of Gulf Crk Confluence 2120ft U/S of Gulf Crk Confluence Flood Insurance Study Prepared by DJS - Nolte & Associates 100 year run Modified from decks ALAM6BAS.HC2 and ALAMMAIN.HC2
3010020 42+29 80+28 149ft U/S of Gulf Crk Confluence 1372ft D/S of Greystone Crk Confluence Flood Insurance Study Prepared by DJS - Nolte & Associates 100 year run Modified from decks ALAM6BAS.HC2 and ALAMMAIN.HC2
3010021 54+03 93+65 145ft U/S of Gulf Crk Confluence 35ft D/S of Greystone Crk Confluence Flood Insurance Study Prepared by DJS - Nolte & Associates 100 year run Eastern levee modified from as built drawings
3010022 54+03 106+00 1323ft U/S of Gulf Crk Confluence 1120ft D/S of Greystone Ln Bridge Flood Insurance Study Prepared by DJS - Nolte & Associates 100 year run Eastern levee modified from as built drawings
3010023 54+03 187+40 1323ft U/S of Gulf Crk Confluence Camden Ave Bridge (D/S face) Flood Insurance Study Prepared by DJS - Nolte & Associates 100 year run Eastern levee modified from as built drawings
3010024 62+00 74+42 2120ft U/S of Gulf Crk Confluence 1958ft D/S of Greystone Crk Confluence Flood Insurance Study Prepared by DJS - Nolte & Associates 100 year run Modified from deck ALAM6BAS.HC2
3010025 62+00 76+59 2120ft U/S of Gulf Crk Confluence 1741ft D/S of Greystone Crk Confluence Flood Insurance Study Prepared by DJS - Nolte & Associates 100 year run Modified from deck ALAM6BAS.HC2
3010026 62+00 80+28 2120ft U/S of Gulf Crk Confluence 1372ft D/S of Greystone Crk Confluence Flood Insurance Study Prepared by DJS - Nolte & Associates 100 year run Modified from deck ALAM6BAS.HC2
3010027 93+65 116+73 35ft D/S of Greystone Crk Confluence 47ft D/S of Greystone Lane Bridge Flood Insurance Study Prepared by DJS - Nolte & Associates 100 year run
3010028 117+20 140+02 Greystone Lane Bridge (D/S face) Randol Crk confluence - 140+50 Flood Insurance Study Prepared by DJS - Nolte & Associates 100 year run
3010029 140+02 187+40 Randol Crk confluence Camden Ave Bridge (D/S face) Flood Insurance Study Prepared by DJS - Nolte & Associates 100 year run
3010030 185+90 222+75 150ft D/S of Camden Ave Bridge 882ft D/S of McKean/Harry Rd Bridge Flood Insurance Study deck prepared by DJS - Nolte & Associates modified: see run text for modifications
3010031 185+90 222+15 150ft D/S of Camden Ave Bridge 882ft D/S of McKean/Harry Rd Bridge Flood Insurance Study deck prepared by DJS - Nolte & Associates modified: see run text for modifications
3010032 185+90 235+33 150ft D/S of Camden Ave Bridge 436ft U/S of McKean/Harry Rd Bridge Flood Insurance Study deck prepared by DJS - Nolte & Associates modified: see run text for modifications
3010033 222+15 231+59 882ft D/S of McKean/Harry Rd Bridge 62ft U/S of McKean/Harry Rd Bridge Flood Insurance Study deck prepared by DJS - Nolte & Associates modified: see run text for modifications