| 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 |
