HEC-2 and HEC-RAS data library

HEC-2 Runs Available for ADOBE CREEK in the lowerPeninsula Watershed:

File Id	Reach	Location	Type	Description
1010007	127+50- 251+70	D/S 101-EL CAMINO	Flood Insurance Study	FROM FIS: MODIFIED WITH EDIT2: MODIFIED - 7/92 - SMW
1010008	202+72- 177+50	CHARLESTON-GROVE	Flood Insurance Study	SUPERCRITICAL: FROM FIS; MOD. TO CORRECT ERRORS PER EDIT2
1010009	338+61- 462+45	FOOTHILL - HWY 280	Flood Insurance Study	FROM FIS, MODIFIED TO CORRECT ERRORS PER EDIT2
1010010	220+38- 258+69	CENTRAL-U/S EL CAM	Flood Insurance Study	FROM FIS; MODIFIED TO CORRECT ERRORS PER EDIT-2

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

HEC-2 Runs Available for BAR.CR.OVERFLOW in the lowerPeninsula Watershed:

File Id	Reach	Location	Type	Description
1015001	0+00- 18+82	BAR. CR.-SED.BASIN	Flood Insurance Study	.

HEC-2 Runs Available for BARRON CREEK in the lowerPeninsula Watershed:

File Id	Reach	Location	Type	Description
1012006	10+45- 103+14	U/S 101-EL CAMINO	Flood Insurance Study	FROM FIS, MODIFIED TO CORRECT ERRORS PER EDIT2
1012007	135+71- 148+65	LAGUNA-RINCON DR	Flood Insurance Study	FROM FIS, MODIFIED TO CORRECT ERROES PER EDIT2

HEC-2 Runs Available for BERRYESSA CREEK in the coyote Watershed:

File Id	Reach	Location	Type	Description
4017002	0+95- 144+80	L. PENN-MLPTS BLVD	Flood Insurance Study	FROM FIS, MODIFIED EDIT2 - ERRORS FIXED 11/98 SMW
4017003	144+80- 233+75	MLPTS BLVD-MORRILL	Flood Insurance Study	FROM FIS, MODIFIED EDIT2. ERRORS FIXED 11/98 SMW
4017009	0+00 72+20	Confluence w/ lower Penitencia ~380ft D/S of Tularcitos crk confluence	Flood Insurance Study	Michael Cadei - George S Nolte & Assoc 100 yr Approximate end location
4017010	0+00 115+00	Confluence w/ lower Penitencia crk Confluence w/ Piedmont crk	Flood Insurance Study	Michael Cadei - 100 yr George S. Nolte & Associates
4017011	0+00 115+00	Confluence w/ lower Penitencia crk Confluence w/ Piedmont crk	Flood Insurance Study	Michael Cadei - 100 yr George S. Nolte & Associates
4017012	0+00 115+00	Confluence w/ lower Penitencia crk Confluence w/ Piedmont crk	Flood Insurance Study	Michael Cadei - 100 yr George S. Nolte & Associates
4017013	0+00 115+00	Confluence w/ lower Penitencia crk Confluence w/ Piedmont crk	Flood Insurance Study	Michael Cadei - 100 yr George S. Nolte & Associates
4017014	0+00 115+00	Confluence w/ lower Penitencia crk Confluence w/ Piedmont crk	Flood Insurance Study	Michael Cadei - 100 yr George S. Nolte & Associates
4017015	0+00 115+00	Confluence w/ lower Penitencia crk Confluence w/ Piedmont crk	Flood Insurance Study	Michael Cadei - 100 yr George S. Nolte & Associates
4017016	0+00 115+00	Confluence w/ lower Penitencia crk Confluence w/ Piedmont crk	Flood Insurance Study	Michael Cadei - 100 yr George S. Nolte & Associates
4017017	0+00 115+00	Confluence w/ lower Penitencia crk Confluence w/ Piedmont crk	Flood Insurance Study	Michael Cadei - 100 yr George S. Nolte & Associates
4017018	0+00 115+00	Confluence w/ lower Penitencia crk Confluence w/ Piedmont crk	Flood Insurance Study	Michael Cadei - 100 yr George S. Nolte & Associates
4017019	0+00 115+00	Confluence w/ lower Penitencia crk Confluence w/ Piedmont crk	Flood Insurance Study	Michael Cadei - 100 yr George S. Nolte & Associates
4017020	234+00 277+00	485ft U/S of Confluence w/ Sierra Crk 180ft D/S of Sweigert Crk Inlet	Flood Insurance Study	Approximate locations Michael Cadei - George S. Nolte & Associates
4017021	234+00 298+00	Confluence w/ Sierra Crk 75ft U/S of Old Piedmont Rd Crossing	Flood Insurance Study	Approximate end location Michael Cadei - George S. Nolte & Associates
4017022	234+00 298+00	Confluence w/ Sierra Crk 75ft U/S of Old Piedmont Rd Crossing	Flood Insurance Study	Approximate end location Michael Cadei - George S. Nolte & Associates
4017023	234+00 298+00	Confluence w/ Sierra Crk 75ft U/S of Old Piedmont Rd Crossing	Flood Insurance Study	Approximate end location Michael Cadei - George S. Nolte & Associates
4017024	234+00 298+00	Confluence w/ Sierra Crk 75ft U/S of Old Piedmont Rd Crossing	Flood Insurance Study	Approximate end location Michael Cadei - George S. Nolte & Associates
4017025	234+00 298+00	Confluence w/ Sierra Crk 75ft U/S of Old Piedmont Rd Crossing	Flood Insurance Study	Approximate end location Michael Cadei - George S. Nolte & Associates
4017026	234+00 298+00	Confluence w/ Sierra Crk 75ft U/S of Old Piedmont Rd Crossing	Flood Insurance Study	Approximate end location Michael Cadei - George S. Nolte & Associates
4017027	238+85 277+00	485ft U/S of Confluence w/ Sierra Crk Sweigert Crk Inlet	Flood Insurance Study	Approximate end location Michael Cadei - George S. Nolte & Associates
4017028	250+35 277+00	965ft D/S of Crosley Crk Drain inlet pt 180ft D/S of Sweigert Crk Inlet	Flood Insurance Study	Approximate locations Michael Cadei - George S. Nolte & Associates
4017029	258+15 277+00	185ft D/S of Crosley Crk Drain Inlet pt Sweigert Crk Inlet	Flood Insurance Study	Approx locations - run starts at (820) Michael Cadei - George S. Nolte & Associates

HEC-2 Runs Available for CALABAZAS CK in the west Valley Watershed:

File Id	Reach	Location	Type	Description
2010001	0+00- 102+14	GUAD.SLOUGH-D/S101	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2 & 1% & 10% FLOW ANALYSIS
2010002	102+30- 195+32	HWY101-CALBZS BL.	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2 & 1% & 10% FLOW ANALYSIS
2010003	195+32- 338+03	CALBZS BL-PRNRIDGE	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2
2010005	287+65- 88+04	U/S BENTON-D/S 101	Flood Insurance Study	SUPERCRITICAL RUN - MODIFIED; EDIT2 - MODIFIED 7/92 - SMW
2010006	338+19- 500+62	PRNRIDGE-KRIESLER	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2
2010007	518+62- 584+62	PROSPECT-WARDELL	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2 & 1% & 10% FLOW ANALYSIS

HEC-2 Runs Available for CALERA CREEK in the coyote Watershed:

File Id	Reach	Location	Type	Description
4018001	0+80- 8+73	U/S CONF.-U/S SPRR	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2 - ET PROBLEMS REMAIN
4018002	36+70- 74+25	MLPTS HS-U/S 680	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2 - ET PROBLEMS REMAIN
4018003	74+25- 36+70	680-D/S ESCUELA	Flood Insurance Study	FROM FIS, SUPERCRITICAL - ET PROBLEMS REMIAN
4018008	0+00 21+00	Confluence w/ Berryessa 100ft D/S of Arizona Dr dbl RCB	Flood Insurance Study	Michael Cadei - 100 year - Approximate end location run Approximate end location
4018009	0+00 21+00	Confluence w/ Berryessa 100ft D/S of Arizona Dr dbl RCB	Flood Insurance Study	Michael Cadei - George S. Nolte & Assoc 100 year Approximate end location
4018010	0+00 31+60	Confluence w/ Berryessa 840ft D/S of Esquela Prkwy dbl Box	Flood Insurance Study	Michael Cadei - George S. Nolte & Assoc 100 year Approximate end location
4018011	0+00 36+30	Confluence w/ Berryessa 370ft D/S of Esquela Prkwy dbl Box	Flood Insurance Study	Michael Cadei - George S. Nolte & Assoc 100 year Approximate end location
4018012	0+00 74+25	Confluence w/ Berryessa 500ft U/S of Hwy 680 RCB	Flood Insurance Study	Michael Cadei - George S. Nolte & Assoc 100 year Approx. end location - old station 74+25
4018013	0+00 74+25	Confluence w/ Berryessa 500ft U/S of 680 hwy	Flood Insurance Study	Michael Cadei - George S. Nolte & Assoc 100 year Approx. end location - Old station 74+25

HEC-2 Runs Available for CALERO CREEK in the guadalupe Watershed:

File Id	Reach	Location	Type	Description
3012001	0+00- 44+85	ALMTS CON.-HARY BR	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2

HEC-2 Runs Available for CANOAS CREEK in the guadalupe Watershed:

File Id	Reach	Location	Type	Description
3011001	0+00- 105+74	C/GUAD. R.-CAPITOL	Flood Insurance Study	FIS, MODIFIED: EDIT2
3011002	105+74- 260+63	CAPITOL-SNTA TRESA	Flood Insurance Study	FIS, MODIFIED: EDIT2
3011003	260+63- 388+30	SNTA TRESA - LIMIT	Flood Insurance Study	FIS, MODIFIED: EDIT2

HEC-2 Runs Available for Corralitos in the uvas Llagas Watershed:

File Id	Reach	Location	Type	Description
5021001	50+00 150+00	E Middle Ave Bridge (DS face) End of jurisdiction	Flood Insurance Study	Prepared by DJS - Corralitos flood study. Nolte & Assoc. Approximate end location
5021002	50+00 150+00	E Middle Ave Bridge (DS face) End of jurisdiction	Flood Insurance Study	Prepared by DJS - Corralitos crk floodway-base flow Approximate end location

HEC-2 Runs Available for COYOTE CREEK in the coyote Watershed:

File Id	Reach	Location	Type	Description
4021002	455+00- 788+30	L.PENN-D/S BROKAW	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2, EDITED - 6/92 - SMW
4021003	793+35- 936+00	BROKAW - U/S 101	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2, EDITED - 6/92 - SMW
4021004	936+00- 1057+00	U/S HWY 101-HWY280	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2, EDITED - 6/92 - SMW
4021005	1057+00- 1207+20	HWY 280 - TULLY RD1	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2, EDITED - 6/92 - SMW
4021006	1207+20- 1407+00	TULLY ROAD-HWY 1011	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2, EDITED - 6/92 - SMW
4021007	1407+00- 1716+25	101 - D/S C/FISHER1	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2, EDITED - 6/92 - SMW
4021008	1716+25- 1908+03	D/S C/FISH-R.G.C. 1	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2, EDITED - 6/92 - SMW
4021009	1908+03- 2203+70	R.C.G.-D/S ANDERSN1	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2, EDITED - 6/92 - SMW
4021018	SPRR 0+00	SPRR to BEGIN BYPAS	Flood Insurance Study	1995 LOMR
4021019	0+00 51+50	BYPASS REACH 1A	Flood Insurance Study	1995 LOMR
4021020	51+50 121+90	BYPASS REACH 1B	Flood Insurance Study	1995 LOMR
4021021	500+00 571+00	REACH 2A	Flood Insurance Study	1995 LOMR
4021022	571+00 595+00	REACH 2B D/S ALVI.BR	Flood Insurance Study	1995 LOMR
4021023	596+50 628+00	REACH 3A BEGIN BYPASS	Flood Insurance Study	1995 LOMR
4021024	628+00 727+00	BYPASS CHANNEL	Flood Insurance Study	1995 LOMR
4021025	628+00 727+00	MAIN CHANNEL	Flood Insurance Study	1995 LOMR
4021026	727+00 747+00	REACH 3E	Flood Insurance Study	1995 LOMR

HEC-2 Runs Available for E. Little Llagas in the uvas Llagas Watershed:

File Id	Reach	Location	Type	Description
5037001	5+00 177+00	Church Crk Confluence Madrone Channel Confluence	Flood Insurance Study	djs - Nolte & Assoc - F/W 100-year profile
5037002	5+00 177+00	Church Crk Confluence Madrone Channel Confluence	Flood Insurance Study	srl - Nolte & Associates
5037003	97+00 170+00	San Martin Ave Middle Ave	Flood Insurance Study	cda - Nolte & Associates Approximate locations
5037004	177+00 194+00*	Madrone Confl hwy101 RCB Llagas Rd (U/S face)	Flood Insurance Study	Approx locations - *west station located in West Little Llagas trw - Nolte & Assoc

HEC-2 Runs Available for EAST PENITENCIA in the coyote Watershed:

File Id	Reach	Location	Type	Description
4049001	0+15- 35+50	L. PENIT. - LIMIT	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2

HEC-2 Runs Available for FISHER CREEK in the coyote Watershed:

File Id	Reach	Location	Type	Description
4023001	0+00- 184+69	C/COYOTE-U/S RCHMD	Flood Insurance Study	MODIFIED: EDIT2 - ET PROBLEMS IN RUN
4023002	0+00- 89+60	C/COYOTE-U/S RCHMD	Flood Insurance Study	FROM FIS, MODIFIED : EDIT2
4023003	1+42- 243+55	MONTRY HWY-SN BRNO	Flood Insurance Study	FROM FIS, MODIFIED : EDIT2
4023004	101+69- 180+68	BAILEY-U/S RCHMOND	Flood Insurance Study	FROM FIS, MODIFIED : EDIT2
4023005	180+50- 263+50	U/S RCHMD-SAN BRNO	Flood Insurance Study	FROM FIS, MODIFIED : EDIT2
4023006	231+00- 259+50	HALE-D/S SAN BRUNO	Flood Insurance Study	FROM FIS, MODIFIED : EDIT2
4023007	263+50- 384+55	SAN BRUNO - TILTON	Flood Insurance Study	FROM FIS, MODIFIED : EDIT2
4023008	0+00- 180+68	C/COYOTE-U/S RCHMD	Flood Insurance Study	FROM FIS - MODELS LEFT OVERBANK 100-YEAR FLOW (ALLEGED)
4023009	263+53- 310+53	SAN BRUNO-SANTATER	Flood Insurance Study	FROM FIS - RIGHT SIDE OF CHANNEL ISOLATED FLOW-(ALLEGED)
4023010	309+40- 314+30	SANTA TERESA - U/S	Flood Insurance Study	FROM FIS - ISOLATED FLOW ON LEFT SIDE OF CREEK-(ALLEGED)

HEC-2 Runs Available for GUADALUPE RIVER in the guadalupe Watershed:

File Id	Reach	Location	Type	Description
3015006	0+00- 336+58	OVERBANK SWALE	Flood Insurance Study	RESTATIONING PROBLEM EXISTS - EDITED 10/94 - SMW
3015007	4+50- 516+50	BAY -AIRPORT PRKWY	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2 - 10/94 - SMW
3015008	516+50- 707+10	AIRPORT PKWY - 280	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2, 10/94 - SMW
3015009	707+10- 874+77	280 -ALMADEN EXPWY	Flood Insurance Study	FROM FIS, MODIFIED:EDIT2, 10/94 - SMW
3015010	874+77- 1016+19	ALMDN EXPWY-BLSHIL	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2 - 10/94 - SMW

HEC-2 Runs Available for HALE CREEK in the lowerPeninsula Watershed:

File Id	Reach	Location	Type	Description
1016002	0+00- 94+36	PERM/CONF-FOOTHILL	Flood Insurance Study	FROM FIS; MODIFIED TO CORRECT ERRORS PER EDIT2

HEC-2 Runs Available for L. PENITENCIA in the coyote Watershed:

File Id	Reach	Location	Type	Description
4033001	5+75- 121+10	U/S COYOTE-SERRA	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2
4033002	97+77- 160+97	WELLER - CURTIS	Flood Insurance Study	FLOW ANALYSIS: R. SOTO, 1984
4033003	121+65- 201+50	SERRA AVE-E. PEN.	Flood Insurance Study	FROM FIS: MODIFIED EDIT2 - EDITED 10/92 - SMW

HEC-2 Runs Available for L. SILVER CREEK in the coyote Watershed:

File Id	Reach	Location	Type	Description
4026001	50+00- 100+50	MCKEE-D/S SAN ANT.	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2
4026002	100+50- 245+10	SAN ANT.-CUNGHM AV	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2
4026003	245+10- 314+47	CUNGHM-THOMPSN CK	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2

HEC-2 Runs Available for L.MILLER SLOUGH in the uvas Llagas Watershed:

File Id	Reach	Location	Type	Description
5070003	0+00- 40+00	LLAGAS-PRINCEVALLE	Flood Insurance Study	FIS RUN ; CHANNEL GEOMETRY ESTIMATED WITH LIMITED DATA

HEC-2 Runs Available for LIONS CREEK in the uvas Llagas Watershed:

File Id	Reach	Location	Type	Description
5039002	0+00- 104+54	W.B LLAGAS-END CON	Flood Insurance Study	LLAGAS WATERSHED PROJECT (PL566) ; CONDITIONAL LOMA 03/89

HEC-2 Runs Available for LLAGAS CREEK in the uvas Llagas Watershed:

File Id	Reach	Location	Type	Description
5010001	0+59- 295+75	HWY 152-BUENA VSTA	Flood Insurance Study	FIS, WITH FIS STATIONING. MODIFIED: EDIT2
5010002	109+52- 422+65	GILROY DUMP-DENIO	Flood Insurance Study	FIS, MODIFIED: EDIT2
5010003	422+65- 695+10	DENIO - D/S SPRR	Flood Insurance Study	FIS, MODIFIED: EDIT2
5010004	695+10- 742+00	D/S SPRR-D/S OLIVE	Flood Insurance Study	FIS, MODIFIED: EDIT2
5010005	742+00- 1014+25	OLIVE-CHESBRO RES.	Flood Insurance Study	FIS, MODIFIED: EDIT2
5010011	64+00- 131+60	U/S BLOOMFIELD RD.	Flood Insurance Study	ADJACENT TO SEWAGE TREATMENT PLANT ; EFFLUENT CHANNEL
5010012	131+60- 182+90	MS - HWY 152	Flood Insurance Study	CONDITIONAL LOMR REQUEST 5/18/89
5010013	182+90- 198+58	U/S HWY 152	Flood Insurance Study	CONFLUENCE WITH WEST BRANCH LLAGAS CREEK
5010015	59+00- 295+75	LLAGAS OVERBANK	Flood Insurance Study	LLAGAS CREEK OVERBANK FROM FIA - MODIFIED 7/93 - SMW

HEC-2 Runs Available for Los Coches in the coyote Watershed:

File Id	Reach	Location	Type	Description
4025001	0+00 70+00	Confluence w/ Berryessa 200ft U/S of Old Piedmont Rd RCB	Flood Insurance Study	Michael Cadei - George S. Nolte & Associates 100 yr Approx locations
4025002	0+00 70+00	Confluence w/ Berryessa 200ft U/S of Old Piedmont Rd RCB	Flood Insurance Study	Michael Cadei - George S. Nolte & Associates 100 yr Approx locations
4025003	0+00 70+00	Confluence w/ Berryessa 200ft U/S of Old Piedmont Rd RCB	Flood Insurance Study	Michael Cadei - George S. Nolte & Associates 100 yr Approx locations
4025004	16+00 70+00	40ft U/S of Hwy 680 RCB 200ft U/S of Old Piedmont Rd RCB	Flood Insurance Study	Michael Cadei - George S. Nolte & Associates 100 yr Approx locations
4025005	16+00 70+00	40ft U/S of Hwy 680 RCB 200ft U/S of Old Piedmont Rd RCB	Flood Insurance Study	Michael Cadei - George S. Nolte & Associates 100 yr Approx locations

HEC-2 Runs Available for LOS GATOS CREEK in the guadalupe Watershed:

File Id	Reach	Location	Type	Description
3020002	2+48- 89+30	ST. PAUL - LINCOLN	Flood Insurance Study	FROM FIS, MODIFIED EDIT2, MODIFIED 3/93 SMW
3020005	287+00- 355+00	D/S SAN TOMAS-PERC	Flood Insurance Study	FROM FIS, MODIFIED EDIT2, MODIFIED 3/93 SMW
3020008	357+00- 445+00	PERC POND - VASONA	Flood Insurance Study	FROM FIS - MODIFIED EDIT2 - MODIFIED 3/93 SMW
3020013	348+88 418+01	D/S KIRK DAM-U/S LARK AVENUE	Flood Insurance Study	2001 LOMR

HEC-2 Runs Available for Madrone in the uvas Llagas Watershed:

File Id	Reach	Location	Type	Description
5013001	0+00 220+00	Confluence w/ E Little Llagas Cochrane Rd (D/S) ~ US of 220+00	Flood Insurance Study	cda - Nolte & Assoc - Hammon Jenson Wallen & Assoc 1988 - as built plans by Caltrans 1970

HEC-2 Runs Available for MATADERO CREEK in the lowerPeninsula Watershed:

File Id	Reach	Location	Type	Description
1021001	89+75- 199+08	HWY 101-EL CAMINO	Flood Insurance Study	FROM FIS, MODIFIED TO CORRECT ERRORS - SMW 10/93
1021002	198+78- 265+81	EL CAMINO-VET HOSP	Flood Insurance Study	FROM FIS, MODIFIED TO CORRECT ERRORS - SMW 10/93

HEC-2 Runs Available for PERMANENTE CK in the lowerPeninsula Watershed:

File Id	Reach	Location	Type	Description
1024002	60+00- 126+93	BAY - HWY 101	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2 & RESTATIONED TO FACILITY STA.
1024003	228+40- 299+25	EL CAMINO-CUESTA	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2 & RESTATIONED TO FACILITY STA.
1024004	423+04- 528+70	HWY 280-KAISER CEM	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2 & RESTATIONED TO FACILITY STA.
1024018	51+60 90+21	S. boundary of Salt Evaporators ~ 60+00 (in Mountain View Slough) Amphitheatre Prkwy DS face ~ 103+09	Flood Insurance Study	Nolte & Associates - 100 yr flood Case 1 created by Dan Schaaf
1024019	51+60 103+09	S. boundary of Salt Evaporators ~ 60+00 (in Mountain View Slough) Amphitheatre Prkwy D/S face ~ 103+09	Flood Insurance Study	Nolte & Associates - 100 yr flood Case 2 - created by Dan Schaaf
1024020	51+60 111+81	S. boundary of Salt Evaporators ~ 60+00 (in Mountain View Slough) Charleston Rd D/S face - 20x10 RCB	Flood Insurance Study	Nolte & Associates - 100 yr flood Case 3 - created by Dan Schaaf
1024021	51+60 111+81	S. boundary of Salt Evaporators ~ 60+00 (in Mountain View Slough) Charleston Rd D/S face - 20x10 RCB	Flood Insurance Study	Nolte & Associates - 100 yr flood Case 4 - created by Dan Schaaf
1024022	51+60 129+12	S. boundary of Salt Evaporators ~ 60+00 (in Mountain View Slough) Hwy 101 U/S face - 12x11 box culvert	Flood Insurance Study	Nolte & Associates - 100 yr flood
1024023	51+60 129+12	S. boundary of Salt Evaporators ~ 60+00 (in Mountain View Slough) Hwy 101 U/S face - 12x11 box culvert	Flood Insurance Study	Nolte & Associates - 100 yr flood Case 6 - Created by Dan Schaaf
1024024	51+60 129+12	S. boundary of Salt Evaporators ~ 60+00 (in Mountain View Slough) Hwy 101 U/S face - 12x11 box culvert	Flood Insurance Study	Nolte & Associates - 100 yr flood Baylands created by Dan Schaaf

HEC-2 Runs Available for ROSS CREEK in the guadalupe Watershed:

File Id	Reach	Location	Type	Description
3023001	3+87- 122+98	ALMDEN EXPWY-CAMDN	Flood Insurance Study	FROM FIS: MODIFIED EDIT2, FURTHER MODIFIED SMW 3/93

HEC-2 Runs Available for S. BABB CREEK in the coyote Watershed:

File Id	Reach	Location	Type	Description
4013001	1+00- 75+20	CONF/SILVER-WLDMAN	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2
4013002	75+20- 1+00	CONF/SILVER-CLAYTN	Flood Insurance Study	FROM FIS, SUPERCRITICAL MODIFIED: EDIT2
4013007	1+45 0+00	Farringdon Dr Box Culvert (D/S face) Confluence w/ Silver Crk	Flood Insurance Study	Nolte & Associates 100 yr run - supercritical
4013008	45+15 0+00	485ft D/S of Clayton Rd Confluence w/ Silver Crk	Flood Insurance Study	Approximate start location Nolte & Assoc-100yr run-supercritical
4013009	45+15 76+15	485ft D/S of Clayton Rd 2415ft U/S of Clayton Rd	Flood Insurance Study	Approximate locations Nolte & Assoc-100yr run-subcritical

HEC-2 Runs Available for S. MOREY CREEK in the uvas Llagas Watershed:

File Id	Reach	Location	Type	Description
5053001	0+00- 35+97	WREN RD.-D/S MOREY	Flood Insurance Study	FIS, MODIFIED: EDIT2

HEC-2 Runs Available for SAN FRANCISQUITO in the lowerPeninsula Watershed:

File Id	Reach	Location	Type	Description
1028001	75+30- 231+25	BAYSHORE-MIDDFIELD	Flood Insurance Study	FROM FIS-MODIFIED BY EDIT2 - MODIFIED - SMW - 2/93
1028002	222+30- 378+50	MIDDFIELD-FOOTHILL	Flood Insurance Study	FROM FIS - MODIFIED BY EDIT2 - MODIFIED - SMW - 2/93

HEC-2 Runs Available for SAN TOMAS CREEK in the west Valley Watershed:

File Id	Reach	Location	Type	Description
2019008	147+61- 233+18	D/S 101-SAN TOM.EX	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2
2019009	677+82- 770+75	QUITO - HWY 9	Flood Insurance Study	FROM FIS; MODIFIED: SEE RUN TEXT FOR MODIFICATION
2019017	0+00 84+85	Confluence w/ Guadalupe Slough 985ft U/S of Tasman Dr. Bridge	Flood Insurance Study	Approximate end location Case A - prepared by DJS - Nolte & Assoc 100 yr run
2019018	0+00 84+85	Confluence w/ Guadalupe Slough 985ft U/S of Tasman Dr. Bridge	Flood Insurance Study	Approximate end location Case B - prepared by DJS - Nolte & Assoc 100 yr run
2019019	0+00 127+00	Confluence w/ Guadalupe Slough Agnew Rd. Bridge (D/S face)	Flood Insurance Study	Approximate end location Case C - prepared by DJS - Nolte & Assoc 100 yr run
2019020	0+00 127+00	Confluence w/ Guadalupe Slough Agnew Rd. Bridge (D/S face)	Flood Insurance Study	Approximate end location Case D - Prepared by DJS - Nolte & Assoc 100 yr run
2019021	0+00 133+00	Confluence w/ Guadalupe Slough Mission College Blvd Bridge (D/S face)	Flood Insurance Study	Approximate end location Case E - prepared by DJS - Nolte & Assoc 100 yr run
2019022	0+00 133+00	Confluence w/ Guadalupe Slough Mission College Blvd Bridge (D/S face)	Flood Insurance Study	Approximate end location Case F - prepared by DJS - Nolte & Assoc 100 yr run
2019023	0+00 153+00	Confluence w/ Guadalupe Slough Hwy 101 Bridge (D/S face)	Flood Insurance Study	Approximate end location Case G - prepared by DJS - Nolte & Assoc 100 yr run
2019024	0+00 153+00	Confluence w/ Guadalupe Slough Hwy 101 Bridge (D/S face)	Flood Insurance Study	Approximate end location Case H - prepared by DJS - Nolte & Assoc 100 yr run
2019025	0+00 168+00	Confluence w/ Guadalupe Slough Scott Blvd. Bridge (D/S face)	Flood Insurance Study	Approximate end location Case I - prepared by DJS - Nolte & Assoc 100 yr run
2019026	0+00 168+00	Confluence w/ Guadalupe Slough Scott Blvd. Bridge (D/S face	Flood Insurance Study	Approximate end location Case J - prepared by DJS - Nolte & Assoc 100 yr run
2019027	0+00 225+00	Confluence w/ Guadalupe Slough Confluence w/ Saratoga Crk	Flood Insurance Study	Nolte & Associates - 100 yr run Base deck - prepared by DJS

HEC-2 Runs Available for SARATOGA CREEK in the west Valley Watershed:

File Id	Reach	Location	Type	Description
2021010	0+20- 170+25	SAN TOM-U/S PRNRDG	Flood Insurance Study	FIS, MODIFIED: EDIT2
2021011	147+40- 183+31	PRNRDG-STVNS CREEK	Flood Insurance Study	FIS RUN ; MODIFIED EDIT2 ; RESTATIONED TO SCVWD STA 1/89
2021012	369+44- 530+70	SPRR-AMBRIC KNOLLS	Flood Insurance Study	FIS DATA

HEC-2 Runs Available for SIERRA CREEK in the coyote Watershed:

File Id	Reach	Location	Type	Description
4037001	0+00- 72+22	C/BRYESA-MANUA KEA	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2
4037002	133+10- 112+75	LIMIT - ONSLOW	Flood Insurance Study	FROM FIS, SUPERCRITICAL FLOW, MODIFIED: EDIT2

HEC-2 Runs Available for SMITH CREEK in the west Valley Watershed:

File Id	Reach	Location	Type	Description
2023001	56+86- 104+14	SPRR - BICKNELL	Flood Insurance Study	FROM FIS; 1970s

HEC-2 Runs Available for STEVENS CREEK in the lowerPeninsula Watershed:

File Id	Reach	Location	Type	Description
1029006	50+00- 220+78	BAY - DANA	Flood Insurance Study	MODIFIED:EDIT2 & RESTATIONED TO DISTRICT STA. - 6/99 SMW
1029007	434+00- 629+10	HOMESTEAD-D/S RES.	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2 & RESTATIONED TO FACILITY STA.
1029008	627+10- 665+10	D/S RES. - RES.	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2 & RESTATIONED TO FACILITY STA.

HEC-2 Runs Available for SUNNYVALE EAST in the west Valley Watershed:

File Id	Reach	Location	Type	Description
2026003	4+00- 186+47	GUAD.SL.-S.PAC.RR.	Flood Insurance Study	FIS RUN 3/88
2026004	186+47- 311+59	SPRR - DUNHOLME	Flood Insurance Study	FIS RUN 1970s
2026010	0+00 35+00	Guadalupe Slough Confluence Caribbean Dr Bridge (D/S face)	Flood Insurance Study	Approximate end location Case A - created by DJS - Nolte & Assoc
2026011	0+00 60+00	Guadalupe Slough Confluence Hwy 237 RCB (DS face)	Flood Insurance Study	Approximate end location Case B - prepared by DJS - Nolte & Assoc
2026012	0+00 60+00	Guadalupe Slough Confluence Hwy 237 RCB (DS face)	Flood Insurance Study	Approximate end location Case C - prepared by DJS - Nolte & Assoc
2026013	0+00 81+00	Guadalupe Slough Confluence Tasman Dr RCB (DS face)	Flood Insurance Study	Approximate end location Case D - prepared by DJS - Nolte & Assoc
2026014	0+00 81+00	Guadalupe Slough Confluence Tasman Dr RCB (DS face)	Flood Insurance Study	Approximate end location Case E - prepared by DJS - Nolte & Assoc
2026015	0+00 109+00	Guadalupe Slough Confluence Hwy 101 RCB (DS end)	Flood Insurance Study	Approximate end location Case F - prepared by DJS - Nolte & Assoc
2026016	0+00 109+00	Guadalupe Slough Confluence Hwy 101 RCB (DS end)	Flood Insurance Study	Approximate end location Case G - prepared by DJS - Nolte & Assoc
2026017	0+00 112+00	Guadalupe Slough Confluence 670ft U/S of Hwy 101 RCB	Flood Insurance Study	Approximate end location Base - prepared by DJS - Nolte & Assoc

HEC-2 Runs Available for SUNNYVALE WEST in the west Valley Watershed:

File Id	Reach	Location	Type	Description
2027002	4+00- 143+00	GUAD. SL.- HWY 101	Flood Insurance Study	FIA RUN - 1970s
2027007	39+00 75+00	Bayfront Levee(3600ft DS of Java Dr) Java Dr RCB (DS face)	Flood Insurance Study	Approximate locations (stations) Case A - prepared by DJS - Nolte & Assoc 100 yr run
2027008	39+00 75+00	Bayfront Levee(3600ft DS of Java Dr) Java Dr RCB (DS face)	Flood Insurance Study	Approximate locations (stations) Case B - prepared by DJS Nolte & Assoc 100 yr run
2027009	39+00 94+00	Bayfront Levee(3600ft DS of Java Dr) Bordeaux Dr (DS face)	Flood Insurance Study	Approximate locations (stations) Case C - prepared by DJS Nolte & Assoc 100 yr run
2027010	39+00 94+00	Bayfront Levee(3600ft DS of Java Dr) Bordeaux Dr (DS face)	Flood Insurance Study	Approximate locations (stations) Case D - prepared by DJS - Nolte & Assoc 100 yr run
2027011	39+00 123+60	Bayfront Levee(3600ft DS of Java Dr) 1960ft U/S of Mathilda Ave	Flood Insurance Study	Approximate locations (stations) Base - prepared by DJS - Nolte & Assoc 100 yr run
2027012	39+00 123+60	Bayfront Levee(3600ft DS of Java Dr) 1960ft U/S of Mathilda Ave	Flood Insurance Study	Approximate locations (stations) Nolte & Associates

HEC-2 Runs Available for THOMPSON CREEK in the coyote Watershed:

File Id	Reach	Location	Type	Description
4047001	2+71- 89+95	C/SLVR-CADWALLADER	Flood Insurance Study	EXTRACTED FROM FIS SILVER CREEK, MODIFIED: EDIT2
4047002	10+30- 70+60	QUIMBY RD-ABORN RD	Flood Insurance Study	FLOW ANALYSIS: J. ROYBAL 1977: MODIFIED: EDIT2
4047003	70+41- 195+26	ABORN-C/YERBABUENA	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2

HEC-2 Runs Available for U. PENITENCIA in the coyote Watershed:

File Id	Reach	Location	Type	Description
		COYOTE-U/S JACKSON	Flood Insurance Study	FROM FIS, REVISED J. MICKO, '82; MODIFIED: EDIT2
4032002	1+25- 187+10	COYOTE - ALBA CT.	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2, SMW
4032003	20+38- 94+00	SPRR - U/S JACKSON	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2
4032004	191+00- 201+10	U/S ALBA CT-NOBLE	Flood Insurance Study	FROM FIS, MODIFIED: EDIT2
4032013	160+50- 173+10	PRV BRGIDG-PIEDMON	Flood Insurance Study	MODIFIED FIS RUN - RATING FOR STREAMGAGE

HEC-2 Runs Available for U.MILLER SLOUGH in the uvas Llagas Watershed:

File Id	Reach	Location	Type	Description
5071002	0+00- 109+70	C/W.B.LL - WAYLAND	Flood Insurance Study	FIS RUN - MODIFIED WITH EDIT2 - POST PL566 FLOWS USED
5071003	0+00- 109+70	C/W.B.LL.-WAYLAND	Flood Insurance Study	OLD FIS RUN ; MODIFIED BY EDIT 2 ; PRE PL566 FLOWS
5071004	0+00- 33+90	WAYLAND - LIONS -	Flood Insurance Study	OLD FIS RUN ; * FAULTY STATIONING * ; PRE PL566 FLOWS

HEC-2 Runs Available for Upper Silver in the coyote Watershed:

File Id	Reach	Location	Type	Description
4038001	0+00 60+00	Confluence w/ Coyote crk End conc trap channel	Flood Insurance Study	Approx start location Nolte & Associates
4038002	60+00	End conc trap channel Hole No. 2-Golf Cart Bridge (US face) ~ (452)? -180+00-250+00?	Flood Insurance Study	End location unknown Nolte & Associates
4038003	74+00 100+30	~107ft U/S of Silver Crk Rd (D/S crossing) 1030ft U/S of Silver Crk Rd	Flood Insurance Study	Approximate locations Nolte & Associates

HEC-2 Runs Available for UVAS-CARNADERO in the uvas Llagas Watershed:

File Id	Reach	Location	Type	Description
5018001	209+00- 579+70	SPRR - HECKER PASS	Flood Insurance Study	FIS, MODIFIED: EDIT2 & 266' ADDED - MODIFIED SMW 1/93
5018016	154+00 189+00	Hwy 25 (Hollister Rd) undercrossing 1750-1800ft U/S of Bloomfield Ave	Flood Insurance Study	Approximate locations 100 yr discharge - djs - Nolte & Assoc
5018017	193+90 210+00	~1610ft D/S of SPRR Bridge SPRR Bridge	Flood Insurance Study	approximate stations (locations) 100 yr discharge - cda - Nolte & Assoc
5018018	193+90 360+00	~1610ft D/S of SPRR Bridge 1750-2300ft D/S of Thomas Rd Br	Flood Insurance Study	Approximate locations 100 yr discharge - djs - Nolte & Assoc
5018019	193+90 360+00	~1610ft D/S of SPRR Bridge 1750-2300ft D/S of Thomas Rd Br	Flood Insurance Study	Approximate locations 100 yr discharge - djs - Nolte & Assoc
5018020	193+90 360+00	~1610ft D/S of SPRR Bridge 1750-2300ft D/S of Thomas Rd Br	Flood Insurance Study	Approximate locations 100 yr discharge - djs - Nolte & Assoc
5018021	193+90 380+00	~1610ft D/S of SPRR Bridge Thomas Rd Bridge (U/S face)	Flood Insurance Study	Approximate locations 100 yr discharge - djs - Nolte & Assoc
5018022	210+00 211+00	SPRR Bridge SPRR Bridge	Flood Insurance Study	Stage-discharge: flow over lower SPRR 100 yr discharge - cda - Nolte & Assoc
5018023	210+00 265+00	SPRR Bridge hwy 101 (Monterey)	Flood Insurance Study	Approximate locations 100 yr discharge - cda - Nolte & Assoc
5018024	210+00 265+00	SPRR Bridge hwy 101 (Monterey)	Flood Insurance Study	Approximate Locations 100 yr discharge - djs - Nolte & Assoc
5018025	225+50 360+00	~1550ft U/S of SPRR Bridge 1750-2300ft D/S of Thomas Rd Br	Flood Insurance Study	Approximate locations 100 yr discharge - djs - Nolte & Assoc
5018026	265+00 268+00	hwy 101 (Monterey) - D/S face hwy 101 (Monterey) - U/S face	Flood Insurance Study	Approximate locations - ROB at 101 Weir/culvert balance - case 4
5018027	265+00 268+00	hwy 101 (Monterey) - D/S face hwy 101 (Monterey) - U/S face	Flood Insurance Study	Approximate locations - ROB at 101 Weir/culvert balance - case 5
5018028	265+00 268+00	hwy 101 (Monterey) - D/S face hwy 101 (Monterey) - U/S face	Flood Insurance Study	Stage discharge: flow over 101 100 yr discharge - cda - Nolte & Assoc
5018029	265+00 268+00	hwy 101 (Monterey) - D/S face hwy 101 (Monterey) - U/S face	Flood Insurance Study	Stage discharge: return flow to crk 100 yr discharge - cda - Nolte & Assoc
5018030	265+00 268+00	hwy 101 (Monterey) - D/S face hwy 101 (Monterey) - U/S face	Flood Insurance Study	Stage discharge: flow back to lower crk 100 yr discharge - cda - Nolte & Assoc
5018031	265+00 268+00	hwy 101 (Monterey) - D/S face hwy 101 (Monterey) - U/S face	Flood Insurance Study	Stage discharge: flow over Monterey Hwy 100 yr discharge - cda - Nolte & Assoc
5018032	268+00 293+60	U/S Highway 101 2560ft U/S of hwy 101	Flood Insurance Study	approximate stations (locations) 100 yr discharge - djs - Nolte & Assoc
5018033	268+00 293+60	U/S Highway 101 2560ft U/S of hwy 101	Flood Insurance Study	approximate stations (locations)100 yr discharge - djs - Nolte & Assoc
5018035	251+00 265+00	~1400ft D/S of hwy 101 (Monterey)	Flood Insurance Study	stage disch:flow past sprr-over monterey hwy 100 yr discharge - cda - Nolte & Assoc
5018036	574+30 900+00	~470ft D/S of Hecker Pass/hwy 152 Br 100-200ft D/S of Solis Crk confluence	Flood Insurance Study	Approximate locations 100-year flow - cda/trw - Nolte & Associates
5018037	574+30 900+00	~470ft D/S of Hecker Pass/hwy 152 Br 100-200ft D/S of Solis Crk confluence	Flood Insurance Study	Approximate locations Base flood (100 yr) - cda/trw - Nolte & Assoc
5018038	574+30 900+00	~470ft D/S of Hecker Pass/hwy 152 Br 100-200ft D/S of Solis Crk confluence	Flood Insurance Study	Approximate locations Base flood (100 yr) - djs - Nolte & Associates

HEC-2 Runs Available for W.BRANCH LLAGAS in the uvas Llagas Watershed:

File Id	Reach	Location	Type	Description
5031011	4+00- 57+00	LLAGAS-D/S FWY 101	Flood Insurance Study	4/89 LOMA SUBMISSION ; POST PROJECT PL566 RUN
5031012	57+00- 168+89	D/S 101-U MONTEREY	Flood Insurance Study	4/89 LOMA SUBMISSION ; POST PROJECT PL566 RUN
5031013	168+89- 218+78	U/S MONTEREY-U DAY	Flood Insurance Study	4/89 LOMA SUBMISSION ; POST PROJECT PL566 RUN
5031021	1+85- 147+85	D/S SPRR-FIZGEROLD	Flood Insurance Study	FIS STATIONING ; PRE PROJECT PL566 RUN ; MODIFIED EDIT2
5031022	0+60- 147+85	N.SIDE PARK-GG AVE	Flood Insurance Study	FIS STATIONING ; PRE PROJECT PL566 RUN ; MODIFIED EDIT2
5031023	28+80- 292+70	TATUM-U/S HIGHLAND	Flood Insurance Study	FIS STATIONING ; PRE PROJECT PL566 RUN ; MODIFIED EDIT2
5031029	220+00 256+90	Day Rd Interceptor 3690ft U/S of Day Rd Interceptor	Flood Insurance Study	Approximate locations 100yr discharge - djs - Nolte & Associates
5031030	220+00 260+00	Day Rd Interceptor 4000ft U/S of Day Rd Interceptor	Flood Insurance Study	Approx start location - end station unknown 100yr discharge - djs - Nolte & Associates
5031031	220+00 260+00	Day Rd Interceptor 4000ft U/S of Day Rd Interceptor	Flood Insurance Study	Approximate locations 100yr discharge - djs - Nolte & Associates
5031032	220+00 400+00	Day Rd Interceptor highland Ave (D/S face)	Flood Insurance Study	Approximate locations 100yr floodway - djs - Nolte & Associates
5031033	220+00 400+00	Day Rd Interceptor highland Ave (D/S face)	Flood Insurance Study	Approximate locations 100yr floodway - djs - Nolte & Associates
5031034	220+00 400+00	Day Rd Interceptor highland Ave (D/S face)	Flood Insurance Study	Approximate locations 100yr discharge - djs - Nolte & Associates
5031035	220+00 400+00	Day Rd Interceptor highland Ave (D/S face)	Flood Insurance Study	Approximate locations 100yr discharge - djs - Nolte & Associates
5031036	220+00 400+00	Day Rd Interceptor highland Ave (D/S face)	Flood Insurance Study	Approximate locations 100yr discharge - djs - Nolte & Associates
5031037	220+00 420+00	Day Rd Interceptor 980ft U/S of Coolidge Ave	Flood Insurance Study	Approximate locations 100yr discharge - djs - Nolte & Associates
5031038	393+00 400+00	~700ft D/S of Highland Ave highland Ave (D/S face)	Flood Insurance Study	Approx end location - start station unknown 100yr discharge - djs - Nolte & Associates
5031039	400+00 436+00	highland Ave (U/S) 2500ft U/S of Coolidge Ave	Flood Insurance Study	Approximate locations 100yr discharge - cda - Nolte & Associates

HEC-2 Runs Available for W.LITTLE LLAGAS in the uvas Llagas Watershed:

File Id	Reach	Location	Type	Description
5012001	0+06- 50+00	MIDDLE - U/S SPRR	Flood Insurance Study	FIS, MODIFIED: EDIT2
5012002	50+00- 212+30	U/S SPRR - LLAGAS	Flood Insurance Study	FIS, MODIFIED: EDIT2
5012003	213+65- 237+50	LLAGAS AVE - LIMIT	Flood Insurance Study	FIS, MODIFIED; EDIT2
5012010	35+00 102+00	From Watsonville Rd 6700ft U/S of Watsonville Rd	Flood Insurance Study	Approximate locations trw - Nolte & Associates
5012011	35+00 102+00	From Watsonville Rd 6700ft U/S of Watsonville Rd	Flood Insurance Study	Approximate locations djs - Nolte & Associates
5012012	167+00 190+00	Along Hale Ave-between Wright & W Main Ave 1500ft U/S of Hale/Wright intersection	Flood Insurance Study	Approx start location - end station unknown djs - Nolte & Associates
5012013	177+00* 224+00	Madrone Confl hwy101 RCB - East Little Llagas 1800ft u/s of Llagas Rd	Flood Insurance Study	*East Station - located in East little Lagas trw - Nolte & Associates

HEC-2 Runs Available for WILDCAT CREEK in the west Valley Watershed:

File Id	Reach	Location	Type	Description
2030001	52+25- 157+52	D/S PORTOS-SAR-LG	Flood Insurance Study	FROM FIS; 1970s

HEC-2 Runs Available for WRIGLEY-FORD CK in the coyote Watershed:

File Id	Reach	Location	Type	Description
4015001	1+55- 32+00	U/S BERYSA - LIMIT	Flood Insurance Study	ORIGIN OF THIS FLOW ANALYSIS IS NOT KNOWN

ADOBE CREEK

ALAMITOS CREEK

BAR.CR.OVERFLOW

BARRON CREEK

BARRON DIVERSN

BERRYESSA CREEK

CALABAZAS CK

CALERA CREEK

CALERO CREEK

CANOAS CREEK

CORRALITOS

COYOTE CREEK

DEER CREEK

E. LITTLE LLAGAS

EAST PENITENCIA

EVERGREEN CREEK

FISHER CREEK

GOLF CREEK

GREYSTONE CREEK

GUADALUPE CREEK

GUADALUPE RIVER

GUADALUPE SLOUGH

HALE CREEK

L. PENITENCIA

L. SILVER CREEK

L. MILLER SLOUGH

LIONS CREEK

LLAGAS CREEK

LOS COCHES

LOS GATOS CREEK

MADRONE

MATADERO CREEK

N. MOREY CHANNE

NORWOOD CREEK

PERMANENTE CK

PERMANENTE DIV

PRINCEVALLE D.

ROSS CREEK

S. BABB CREEK

S. MOREY CREEK

SAN FRANCISQUITO

SAN TOMAS CREEK

SARATOGA CREEK

SIERRA CREEK

SMITH CREEK

STEVENS CREEK

SUNNYVALE EAST

SUNNYVALE WEST

TENNANT CREEK

THOMPSON CREEK

U. PENITENCIA

U. MILLER SLOUGH

UPPER SILVER

UVAS CARNADERO

W. BRANCH LLAGAS

W. LITTLE LLAGAS

WILDCAT CREEK

WRIGLEY FORD CK