HEC-2 and HEC-RAS data library | Santa Clara Valley Water

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 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 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 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 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 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 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 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 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 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