APPENDIX F Hydrologic Modeling Technical Memoranda Nos. 5–7 (Stetson Engineers, 2006)

APPENDIX F
Hydrologic Modeling Technical Memoranda Nos. 5–7
(Stetson Engineers, 2006)
Draft Technical Memorandum No. 5
Hydrologic Impact Analysis of
Possible Cachuma Operations Alternatives
DRAFT
TECHNICAL MEMORANDUM No. 5
2171 E. Francisco Blvd., Suite K • San Rafael, California • 94901
TEL: (415) 457-0701 FAX: (415) 457-1638 E-mail: [email protected]
TO :
Ernest Mona
State Water Resources Control Board
cc:
DATE:
August 11, 2005
rev. October 2, 2006
JOB NO:
1893
Diane Riddle (SWRCB)
Dana Heinrich (SWRCB)
David Fee (URS)
FROM:
Ali Shahroody and Curtis Lawler
RE:
Hydrologic Impact Analysis of Possible Cachuma Operations Alternatives
1.
INTRODUCTION
Three variations of CalTrout’s proposed Alternative 3A2 were identified for analysis by
the State Water Resources Control Board’s (SWRCB) staff. The additional analyses requested
by the Board staff (12/20/04) were in connection with the Draft Environmental Impact Report
(DEIR) on the “Consideration of Modifications to the U.S. Bureau of Reclamation’s Water Right
Permits 11308 and 11310 (Applications 11331 and 11332) To Protect Public Trust Values and
Downstream Water Rights on the Santa Ynez River below Bradbury Dam (Cachuma Reservoir)”
dated August 2003. The three possible alternatives (identified as Alternatives 5A, 5B and 5C)
are essentially identical to the DEIR Alternatives 3A, 3B and 3C except that the new alternatives
would use the CalTrout Alternative 3A2 operating criteria for releases from Cachuma Reservoir
for fish during wet and above-normal water year types. Otherwise, during below-normal, dry,
and critical year types, the releases would be the same as Alternatives 3A, 3B and 3C of the
Draft EIR as set forth in the Biological Opinion (BO).
Hydrologic impact analyses were performed using the Santa Ynez River Hydrology
Model (SYRHM) to determine impacts to water supply of Cachuma Project Member Units.
Included in this memorandum are the results of hydrologic impact analyses (similar to those
presented in the Draft EIR) for:
•
•
•
Cachuma Reservoir Releases
Cachuma Storage and Elevations
Santa Ynez River Flows
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•
•
•
•
Groundwater Storage in the Above Narrows Alluvial Basin
Water Rights Releases (WR 89-18)
Member Unit’s Supply and Demand
State Water Project Deliveries
2.
ANALYSIS OF NEW ALTERNATIVES
2A.
BACKGROUND
The Draft EIR alternatives are briefly described below for reference, followed by a brief
description of the three possible new Alternatives 5A, 5B, and 5C.
Draft EIR Alternatives
The alternatives included in the Draft EIR are described as follows:
1.
Operations under the Order WR 89-18.
2.
Current operations under Orders WR 89-18 and 94-5 and the Biological
Opinion interim flow requirements (environmental baseline conditions and
the no project alternative).
3A.
Operations under the Biological Opinion assuming the U.S. Bureau of
Reclamation (USBR) achieves a 3.0-foot surcharge, except that releases
for fish rearing and passage will be provided with current 0.75-foot
surcharge.
3B.
Operations under the Biological Opinion assuming USBR achieves a 3.0foot surcharge, except that releases for fish rearing and passage will be
provided with a 1.8-foot surcharge.
3C.
Operations under the Biological Opinion assuming USBR achieves a 3.0foot surcharge.
4A.
Operations under the Biological Opinion assuming USBR achieves a 3.0foot surcharge and provision of State Water Project (SWP) water directly
to the City of Lompoc in exchange for water available for ground-water
recharge in the Below Narrows Account established by Order WR 73-37,
as amended by Order WR 89-18.
4B.
Operations under the Biological Opinion assuming USBR achieves a 3.0foot surcharge and discharge of SWP water to the river near Lompoc in
exchange for water available for groundwater recharge in the Below
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Narrows Account established by Order WR 73-37, as amended by Order
WR 89-18.
Three New Alternatives:
The three new alternatives identified for analysis are described as follows:
2B.
5A.
Operations under the proposed CalTrout Alternative 3A2 during wet and
above-normal water year types, with operations under the Biological
Opinion during below-normal, dry and critical water year types, assuming
USBR achieves a 3.0-foot surcharge, except that releases for fish rearing
and passage will be provided with current 0.75-foot surcharge.
5B.
Operations under the proposed CalTrout Alternative 3A2 during wet and
above-normal water year types, with operations under the Biological
Opinion during below-normal, dry and critical water year types, assuming
USBR achieves a 3.0-foot surcharge, except that releases for fish rearing
and passage will be provided with a 1.8-foot surcharge.
5C.
Operations under the proposed CalTrout Alternative 3A2 during wet and
above-normal water year types, with operations under the Biological
Opinion during below-normal, dry and critical water year types, assuming
USBR achieves a 3.0-foot surcharge.
MODIFICATION OF FLASHBOARDS FOR 3-FOOT SURCHARGE
Historically, Cachuma Reservoir was filled to the lake elevation of 750 feet with the onefoot flashboards providing freeboard at the top of the four radial gates. In year 1998, USBR used
0.75 feet of the flashboards to increase the reservoir storage to a new elevation of 750.75 feet,
leaving 0.25 feet of freeboard when the four radial gates at the spillway were closed. Similarly,
USBR surcharged the reservoir by about 0.75 feet in years 2000 and 2001.
USBR replaced the one-foot flashboards with 4-foot flashboards in 2004. The new flash
boards were constructed as extensions at the top of existing radial gates. The new flashboards
will be used to surcharge 3.0 feet of storage above the historical lake elevation of 750 feet while
providing one foot of freeboard.
In February 2004, County of Santa Barbara (County), Cachuma Conservation Release
Board (CCRB), Improvement District No. 1 (ID No. 1), and Santa Barbara County Water
Agency (SBCWA) entered into a Memorandum of Understanding (MOU) on the reservoir
surcharge and recreational resources at the lake. The MOU allowed USBR to surcharge
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Cachuma Reservoir by 1.8 feet after April 1, 2004. The County agreed to modify the boat
launch ramp to raise it to 751.8 feet elevation prior to that date. USBR was allowed to surcharge
the reservoir by 3.0 feet five years from the execution of the MOU or upon relocation of the
County park’s water treatment plant and associated facilities, whichever occurs first.
With the storm events of late December 2004 and early January 2005, Cachuma
Reservoir spilled on January 10, 2005. The winter storm operations at Bradbury Dam provided
an opportunity to observe the lake elevation near 753 feet in relation to the County park
facilities. On January 14, 2005, a survey of the water treatment plant, intake facility and boat
launch area was undertaken by Stetson Engineers while the lake elevation was held at 753.1 feet.
Based on the results of January 14, 2005 survey, the parties agreed to revise the February 2004
MOU. According to the revised MOU (2005), CCRB and ID No. 1 agreed to construct a barrier
(gabion) to protect water treatment plant from damage due to potential wave run-up. The revised
MOU allowed USBR to raise the lake elevation to 752.47 starting in 2005. The revised MOU
also provided that the County will complete the modification of the boat launch ramp to
accommodate the lake elevation of 753.0 feet by February 14, 2009.
With the surcharge of Cachuma Reservoir to 2.47 feet (actual surcharge was 2.32 feet) in
2005, USBR and Cachuma Member Unites (CCRB and ID No. 1) have initiated releases to meet
the long-term flow requirements under the Biological Opinion, which are set for the 3.0-foot
surcharge. As a result of above events, the reservoir was not operated under the 1.8-foot
surcharge.
The SWRCB staff has indicated that Alternative 2 is the baseline for the CEQA analysis
and provides a conservative representation of existing conditions for the water supply impact
analysis in this technical memorandum (7/22/05). The surcharge analyses for 1.8 feet
(Alternative 3B) and 3.0 feet (Alternative 3C) would provide a range for the 2.47-foot surcharge
for the purpose of impact evaluation. The SWRCB staff has requested to delete Alternatives 1
and 3A because those conditions do not exist any more (6/9/05). Similarly, the new Alternative
5A is deleted. The SWRCB staff has also requested (6/9/05) to delete Alternative 4A because
the City of Lompoc is not agreeable to this arrangement which makes the alternative infeasible.
In light of the present surcharge, the SWRCB staff has requested to undertake a
sensitivity analysis in relation to the 2.47-foot surcharge (8/2/05). The results of sensitivity
analysis are presented in Section 4 of this technical memorandum.
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2C.
MODELING OF ALTERNATIVES
The SYRHM was utilized for the hydrologic analysis of the alternatives. Stetson’s
Technical Memoranda (Dec. 2000, revised Dec. 2001) provide an overview of the SYRHM and
modeling results prepared for the SWRCB Draft EIR (August 2003) which included hydrologic
analyses for the seven alternatives (Alternatives 1, 2, 3A, 3B, 3C, 4A and 4B). The model
documentation is provided in the “Santa Ynez River Hydrology Model Manual” dated April
2004.
The proposed releases from Cachuma Reservoir for fish in the Draft EIR alternatives
(Alternatives 3A, 3B, 3C, 4A and 4B) are based on the Biological Opinion by the National
Marine Fisheries Service (NOAA Fisheries) (Sep. 2000) and the Lower Santa Ynez River Fish
Management Plan (FMP) (Oct. 2000). According to the Biological Opinion, these long-term
releases would begin when the reservoir is surcharged 3.0 feet as shown in Table 1.
TABLE 1
PROPOSED PROJECT REARING TARGET FLOWS
Lake Storage
Conditions
(acre-feet)
Reservoir Spill?
(AF = acre-feet)
Long Term
Target Flow (cfs)
Long Term Target Site
> 120,000
Spill is greater than 20,000 AF
101
Highway 154
Spill is greater than 20,000 AF
1.5 (if steelhead
present)2
Alisal Road
> 120,000
No spill or spill is less than
20,000 AF
If spill greater than 20,000 AF
in previous year
5
Highway 154
1.5 (if steelhead
present)2
Alisal Road
30,000 - 120,000
No spill
2.5
Highway 154
< 30,000
No spill
Periodic release; <
or = 30 AF/month3
Stilling basin & long pool
> 120,000
> 120,000
1
Only up to 10 cfs will be released from Cachuma Reservoir to meet target flows if reservoir is not spilling or
WR 89-18 releases are not being made.
2
Only if steelhead are present in the Alisal Reach.
3
Reclamation must also consult with NMFS in this situation.
In addition to the above long-term flow targets, the Biological Opinion requires a 2 cfs
target flow in Hilton Creek as part of the terms and conditions to implement reasonable and
prudent measure No. 2. Once the 3.0-foot surcharge is achieved, an additional amount of about
9,200 acre-feet of water will be stored in Cachuma Reservoir. According to the Biological
Opinion, up to 3,200 acre-feet of the surcharge will be dedicated to the fish passage account and
500 acre-feet will be allocated to the adaptive management account. The remaining surcharge
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water (5,500 acre-feet) will be dedicated for the mainstem rearing target flows. The water in
these two accounts is allowed to carryover from one year to the next; however, the accounts are
deemed to spill first and are then reset to their maximum amount of 3,700 acre-feet. Water in the
passage account would be used to supplement naturally occurring storms by augmenting the
descending limb of the storm hydrograph in the Santa Ynez River downstream of Bradbury
Dam.
The variation in the possible Cachuma Operations Alternatives 5B and 5C from the Draft
EIR Alternatives 3B and 3C operations for fish and downstream habitat is the incorporation of
the release criteria under the proposed CalTrout Alternative 3A2 during wet and above-normal
year types. The origin of the CalTrout Alternative 3A2 is from the Cachuma Contract Renewal
EIS/EIR (1995). The 1995 EIS/EIR describes Alternative 3A2 as follows (pg. 6.1-11):
Alternative 3A2 involves operation of Lake Cachuma with releases to
maintain the following minimum streamflows at selected locations
downstream of the dam in order to improve steelhead habitat and general
aquatic and riparian habitat conditions.
•
•
•
•
•
•
48 cfs 15 February to 14 April, then
20 cfs to 1 June, then
25 cfs for one week, then
Ramp releases to 10 cfs by 30 June, then
Hold at 10 cfs to 1 October, then
5 cfs for the rest of the year.
Under this alternative, the above flows are to be maintained at both San
Lucas and Alisal bridges. These flows would be created by both natural
streamflow and releases from the dam.
Figure 1 shows the flow requirements under Alternative 3A2. Please note that the rearing
flow targets under Alternative 3A2 for July to January are similar to the long-term targets of the
BO/FMP in a spill year (spill of greater than 20,000 acre-feet) in which rearing flows would be
10 cfs after the spill and then 5 cfs starting in the next water year when the storage in Cachuma
Reservoir remains above 120,000 acre-feet. However, Alternative 3A2 has these flow
requirements (10 and 5 cfs) at both the Highway 154 Bridge (San Lucas Bridge) and the Alisal
Bridge, while the long-term BO/FMP has these flow requirements at the Highway 154 Bridge
with 1.5 cfs flows at Alisal Bridge in the spill year and year after spill. Other major differences
between Alternative 3A2 releases and the long-term BO/FMP releases are that the BO/FMP fish
flow targets at the Highway 154 Bridge drop to 2.5 cfs (no target requirements at the Alisal
Bridge) when Cachuma storage recedes below 120,000 acre-feet. The long-term BO/FMP uses a
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different strategy for passage flows for steelhead. The operating criteria under Alternative 3A2
use steady releases for passage regardless of the occurrence of storm events while the long-term
BO/FMP plan for passage releases is based on augmenting the descending limb of a storm
hydrograph in non-spill years and non-dry years.
The Alternative 3A2 operating criteria for fish water releases has been shown to have
significant water supply impacts to the Project Member Units in both studies performed for the
1995 Cachuma Contract EIS/EIR and the 2003 SWRCB hearings. Variations of Alternative 3A2
have been suggested to reduce the water supply impacts to the Member Units. In the 2003
SWRCB hearings, CalTrout proposed a variation called “3A2 Adjusted for Dry Years.”
2D.
DESCRIPTION OF ALTERNATIVES 5B AND 5C
The new Alternatives 5B and 5C are variants of the CalTrout Alternative 3A2. These
alternatives would operate under two different sets of hydrologic conditions for releases of water
from Cachuma Reservoir for fish. In years when the runoff condition is determined to be wet or
above normal, the criteria for fish water releases would be based on the proposed CalTrout
Alternative 3A2. In other years when the runoff condition is determined to be below normal,
dry, or critical, the criteria for fish water releases would be under the long-term BO/FMP. The
attempt is to reduce the impacts to water supplies by switching to the long-term BO/FMP
operating criteria in years of below-normal, dry, and critical runoff conditions. In years of wet
and above-normal runoff conditions, the releases would be under the proposed CalTrout 3A2
operating criteria.
2E.
SANTA YNEZ RIVER HYDROLOGIC YEAR CLASSIFICATION
The water year hydrologic classification for the Santa Ynez River is based on inflows to
Cachuma Reservoir for the period 1918-1993 (76 years). Cachuma Reservoir inflows are from
the SYRHM used in the analysis of the Draft EIR alternatives. The water year types are defined
consistent with the SWRCB classification method and Cachuma Reservoir inflows are used as an
index for water year classification. Figure 2 shows a frequency analysis of Cachuma Reservoir
inflows, which includes operations of Jameson and Gibraltar and 50% cloud seeding. Water
year classification was conducted to determine five water-year types based on roughly twentypercentile grouping of ranked data. The developed five-water year types are shown in Table 2
below:
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TABLE 2
CACHUMA RESERVOIR INFLOW INDEX FOR WATER YEAR CLASSIFICATION
2F.
Water Year
Classification
Index
(Cachuma Reservoir Inflow)
(AF)
Wet
Greater than 117,842
Above Normal
Equal to or less than 117,842 and greater than 33,707
Below Normal
Equal to or less than 33,707 and greater than 15,366
Dry
Equal to or less than 15,366 and greater than 4,550
Critical
Equal to or less than 4,550
MODEL ANALYSIS OF ALTERNATIVES 5B AND 5C
For the purpose of modeling the new Alternatives 5B and 5C, the following reservoir
operating criteria had to be programmed in the SYRHM. Once the cumulative annual inflow
into Cachuma Reservoir exceeds 33,707 acre-feet, then the proposed CalTrout Alternative 3A2
flows shown in Figure 1 would become the operating criteria for fish water releases. Figure 3
shows the SYRHM operating criteria for fish water releases from Cachuma Reservoir for the
possible new Alternatives 5B and 5C. Please note that at the beginning of a water year, it is not
known what type of water year it would be, so Alternative 3A2 flows would be triggered when
the cumulative Cachuma inflow (from October 1) of 33,307 acre-feet is reached. For example,
based on the SWRCB classification the water year 1991 would be classified as an above-normal
year, but until the March “Miracle” storm, it was not known whether that year would be above
normal. The March storm also occurred at the end of a long drought period in the late 80s and
early 90s. Table 3 shows the months in which the runoff conditions for wet and above-normal
year types are met. The probability of reaching the wet or above-normal year classification is
highest in the month of February. According to Table 3, about 70% of these year classes (wet or
above-normal) would be known by February or earlier.
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TABLE 3
NUMBER OF OCCURRENCES OF WHEN INFLOW INTO CACHUMA RESERVOIR
REACHES WATER YEAR WET/ABOVE-NORMAL CLASSIFICATION (>33,707 AF)
Month
Occurrence
(1918-1993)
Frequency
Percentage
Dec
2
6%
Jan
7
23%
Feb
13
42%
Mar
4
13%
Apr
4
13%
May
1
3%
Total
31
100%
At all other times when the cumulative inflow (from October 1) to Cachuma Reservoir
has not reached the wet or above-normal year classification, the operating criteria for fish water
releases in Alternatives 5B and 5C would be the same as the long-term BO/FMP. These criteria
are based on meeting the Highway 154 Bridge target flows of 5.0 cfs when storage is greater
than 120,000 acre-feet and 2.5 cfs when storage is less than 120,000 acre-feet. Releases would
still be limited to 30 acre-feet per month when storage is less than 30,000 acre-feet. Also there
would still be the minimum target flow of 2 cfs in Hilton Creek, the 1.5 cfs target flow at Alisal
Bridge in the year after a spill year of 20,000 acre-feet or greater, and the passage and adaptive
management accounts of 3,700 acre-feet. The new alternatives (Alternatives 5B and 5C) have
the same criteria for releases for fish, except that under Alternatives 5B and 5C, Cachuma
Reservoir would be surcharged to 1.8 feet and 3.0 feet, respectively (similar to the Draft EIR
Alternatives 3B and 3C). Aside from the above changes in the criteria for releases of fish water
from Cachuma Reservoir, all other modeling assumptions and limitations in the SYRHM are the
same for these new Alternatives 5B and 5C. The model analysis for Alternatives 5B and 5C is
consistent with the previous hydrologic analyses performed for the August 2003 SWRCB Draft
EIR.
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3.
SYRHM RESULTS
3A.
CACHUMA RESERVOIR OPERATIONS
Key hydrologic characteristics of Cachuma Reservoir operations for the new Alternatives
5B and 5C as well as the Draft EIR Alternatives 2, 3B, 3C, and 4B are shown in Table 4 for the
hydrologic period 1918-1993. Table 4 shows that on average over the 76-year period, the total
amount of water discharged from Cachuma Reservoir, as spills and leakage, water right releases,
and releases for fish, is relatively the same (except for Alt. 4B) or with less than 2% variation.
For example, the total discharge from Bradbury Dam on average ranges from 43,867 to 44,167
acre-feet per year in Alternatives 3B and 3C and ranges from 44,092 to 44,388 acre-feet per year
in Alternatives 5B and 5C. Table 4 indicates that more low flow releases (fish water) would
result in less spills or high flow releases. The reduction in spills is relatively small compared
with the overall magnitude of spills. Table 4 also shows that the number of spill years slightly
decreases for the Alternatives 5B and 5C to 23 years (30% of years) compared with the DEIR
Alternatives 3B and 3C of 25 spill years (33% of years). Significant spill years with spills
greater than 20,000 acre-feet are the same at 15 years (20% of years).
Figures 4a through 4b show the frequency of releases and spills from Cachuma
Reservoir. Figures 4a-b indicate that comparative differences between the Alternative 3B-C
series and Alternative 5B-C series are the same. The frequency of releases and spills for
Alternatives 5B and 5C are basically the same as the DEIR Alternatives 3B and 3C during low
flow periods because they operate under the same criteria for releases for fish. As shown on
Figures 4a-b, the frequency of releases for the 7-20 cfs range would increase under Alternatives
5B and 5C compared to the long-term BO/FMP alternatives (Alternatives 3B and 3C). This is
attributed to the higher flow requirements under Alternatives 5B and 5C. Project releases for
fish (not including conjunctive use of spills, leakage, and water rights) would be increased on
average from about 2,700 acre-feet per year in the DEIR Alternatives 3B and 3C to about 4,000
acre-feet per year in the new Alternatives 5B and 5C (Table 4).
Table 5 displays key frequencies for spills and downstream releases from Cachuma
Reservoir. Frequency of occurrence of releases and spills at or above 10 cfs increases by about
10% in Alternatives 5B and 5C compared to Alternatives 3B and 3C. The frequency of releases
and spills of 5 cfs or above is similar between Alternatives 3B and 3C and Alternatives 5B and
5C, which would be expected since Alternatives 5B and 5C would switch to the operating
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TABLE 4
(DEIR TABLE 4-7, AUGUST 2003)
KEY HYDROLOGIC CHARACTERISTICS OF CACHUMA RESERVOIR OPERATIONS
BASED ON SYRHM, 1918-1993
Alt 2:
CEQA
Baseline
Alt 3B: BO
and 1.8’
surcharge
Alt 3C: BO
with 3’
surcharge
Alt 4B: BO
with SWP
delivery to
Lompoc
Alt 5B:
"3A2"/BO
and 1.8’
surcharge
Alt 5C:
"3A2"/BO
and with 3’
surcharge
36,693
35,784
35,415
35,288
34,916
34,537
6,023
5,682
5,737
3,940
5,473
5,529
1,362
2,701
2,715
2,801
3,999
4,026
44,078
44,167
43,867
42,029
44,388
44,092
No. of spill months
82
79
78
74
75
74
No. of spill water years
26
25
25
24
23
23
No. of spill water years
> 20,000 acre-feet
16
15
15
15
15
15
Parameter
Average spills/leakage
(AFY)
Average 89-18 releases
(AFY)
Average fish releases
(AFY)
Total discharges from
the dam (AFY)
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TABLE 5
(DEIR TABLE 4-8, AUG. 2003)
FLOWS FROM CACHUMA LAKE DUE TO SPILLS AND DOWNSTREAM RELEASES
Percentage of Time that Spills and Downstream Releases are at or Above the Indicated Flow (simulation, 1918-1993)
cfs
Alt 2: CEQA
Baseline
Alt 3B: BO and
1.8’ surcharge
Alt 3C: BO with
3’ surcharge
Alt 4B: BO with
SWP delivery to
Lompoc
Alt 5B: "3A2"/BO
and 1.8’ surcharge
Alt 5C: "3A2"/BO
and 3’ surcharge
2
99
99
99
99
99
99
5
42
67
68
68
68
69
10
30
36
36
34
45
45
20
26
27
27
24
31
31
50
13
12
12
8
12
12
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criteria under Alternatives 3B and 3C in years when the runoff conditions are below normal, dry,
or critical.
3B.
LAKE STORAGE AND ELEVATION
In the modeling analysis, the minimum storage level (minimum pool) in Cachuma
Reservoir for all alternatives is 12,000 acre-feet. The minimum storage condition would occur
during the critical drought period (1947-1951). Due to several concerns, including recreation,
aesthetics, inundation of Lake Cachuma facilities, Hilton Creek siphon and Tecolote Tunnel
intake valves, the reservoir water surface elevation and duration of the 3.0' surcharge were
analyzed. Tables 6 and 7 summarize median Lake Cachuma storage and elevation for each
alternative. Tables 8, 9, and 10 characterize the frequency of surcharging and the duration of
inundation.
3C.
SANTA YNEZ RIVER FLOWS
As indicated above (Section 3A), since the comparative differences between the
Alternatives 3B-C series and the Alternatives 5B-C series are the same (Figures 4a-c), the flow
frequency graphs for the downstream locations show Alternative 3C and Alternative 5C for the
purpose of comparison. Figures 5a through 5f show the frequency of flows at six different
locations downstream of Cachuma Reservoir for various alternatives based on the SYRHM
results. Table 11 shows the frequency of flows in tabular format. Alternative 5C, when
compared to Alternative 3C, would result in an increase in frequency of flows between 5 and 50
cfs by about 0 to 12 percent of the time in the reach from Bradbury Dam to Alisal Bridge. The
increase in the frequency of flows between 5 and 50 cfs would be about 0 to 8 percent for the
reach below Alisal Bridge to the Lompoc Narrows. Monthly flows for Alternatives 5B and 5C at
various locations in the Santa Ynez River for the period 1918-1993 are included in Appendix A.
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TABLE 6
(DEIR TABLE 4-2, AUG. 2003)
MEDIAN MONTHLY STORAGE IN CACHUMA LAKE (SIMULATION, 1918-1993)
(ACRE-FEET)
Month
Alt 2: CEQA
Baseline
Alt 3B:
BO and 1.8’
surcharge
Alt 3C:
BO with 3’
surcharge
Alt 4B: BO
with SWP
delivery to
Lompoc
Alt 5B:
"3A2"/BO
and 1.8’
surcharge
Alt 5C:
"3A2"/BO
and 3’
surcharge
November
130,484
132,602
136,080
135,135
126,831
130,324
February
152,394
150,918
154,607
154,660
149,466
152,943
April
165,533
165,018
167,877
169,135
162,685
166,287
July
146,851
149,528
153,067
154,840
144,258
147,788
Difference
with Alt 3B
Difference
with Alt 3C
November
-5,772
-5,756
February
-1,452
-1,664
April
-2,334
-1,591
July
-5,270
-5,279
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DRAFT
TABLE 7
(DEIR TABLE 4-3, AUG. 2003)
MEDIAN LAKE LEVEL (SIMULATION, 1918-1993)
(FEET)
Alt 2:
CEQA
Baseline
Alt 3B:
BO and
1.8’
surcharge
Alt 3C:
BO with 3’
surcharge
Alt 4B: BO
with SWP
delivery to
Lompoc
Alt 5B:
"3A2"/BO
and 1.8’
surcharge
Alt 5C:
"3A2"/BO and 3’
surcharge
Annual
733.7
733.3
734.6
735.2
732.5
733.7
Feb
737.2
736.7
738.1
738.1
736.1
737.4
Aug
732.2
733.6
735.0
735.2
731.4
733.0
Difference
with Alt 3B
Difference with
Alt 3C
Annual
-0.8
-0.9
Feb
-0.6
-0.6
Aug
-2.1
-2.0
Month
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DRAFT
TABLE 8
(DEIR TABLE 4-4, AUG. 2003)
FREQUENCY OF SURCHARGING
NO. OF YEARS SURCHARGING PREDICTED TO OCCUR IN 76-YEAR PERIOD (SIMULATION, 1918-1993)
Elevation
(feet)
Alt 2:
CEQA
Baseline
Alt 3B:
BO and 1.8’
surcharge
Alt 3C:
BO with
3’
surcharge
Alt 4B:
BO with
SWP
delivery to
Lompoc
Alt 5B:
"3A2"/BO
and 1.8’
surcharge
Alt 5C:
"3A2"/BO
and 3’
surcharge
750-750.9
26
26
27
27
26
27
25
26
26
26
26
752-752.9
26
26
26
= or > 753
25
24
23
751-751.9
TABLE 9
(DEIR TABLE 4-5, AUG. 2003)
PERCENTAGE OF TIME THAT LAKE ELEVATIONS ARE MET OR EXCEEDED (SIMULATION, 1918-1993)
750
11%
14%
16%
16%
13%
16%
11%
14%
14%
11%
13%
752
11%
11%
11%
753
9%
8%
8%
751
TABLE 10
(DEIR TABLE 4-6, AUG. 2003)
DURATION OF INUNDATION
MEDIAN NUMBER OF CONSECUTIVE MONTHS AT OR ABOVE LAKE ELEVATION (SIMULATION 1918-1993)
750
4
5
5
5
5
5
4
5
5
4
5
752
4
4
4
753
3
3
3
751
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DRAFT
TABLE 11
(DEIR TABLE 4-9, AUG. 2003)
STREAMFLOWS DOWNSTREAM OF CACHUMA LAKE
Location
Below Hilton Creek
Highway 154
Above Alisal Road
Near Buellton
Above Salsipuedes Creek
Narrows
cfs
2
5
10
20
50
2
5
10
20
50
2
5
10
20
50
2
5
10
20
50
2
5
10
20
50
2
5
10
20
50
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Percentage of Time that Flows are at or above the Indicated Flow (simulation, 1918-1993)
Alt 4B:
Alt 5C:
Alt 5B:
Alt 3B:
Alt 3C:
BO with
Alt 2: CEQA
"3A2"/BO
"3A2"/BO
SWP
BO and 1.8’
BO with 3’
and 3’
and 1.8’
Baseline
delivery to
surcharge
surcharge
surcharge
surcharge
Lompoc
99
99
99
99
99
99
47
74
75
75
74
75
33
39
39
37
48
48
26
28
28
24
32
32
13
12
12
8
12
12
82
99
99
99
99
99
48
77
78
78
76
77
34
39
39
37
49
49
27
28
28
25
33
33
12
12
12
8
11
11
53
69
69
69
70
71
43
49
49
47
56
56
34
36
36
34
48
48
23
25
25
18
28
28
12
12
12
10
11
12
51
57
57
56
61
61
41
44
44
42
52
52
32
34
34
29
38
38
24
26
26
18
28
28
12
12
12
12
12
12
39
42
43
36
48
48
35
37
37
29
40
40
30
32
32
25
35
35
25
26
26
19
29
29
12
13
13
12
12
12
45
48
48
40
52
53
38
41
41
33
44
44
33
35
35
27
38
38
28
29
29
21
31
31
14
14
14
14
14
14
Page 17
DRAFT
3D.
GROUNDWATER STORAGE IN THE ABOVE NARROWS ALLUVIAL BASIN
Percolation into the above Narrows alluvial basin would tend to increase when there are
more releases during low flow periods. The effect on the Santa Ynez sub-basin (Bradbury to
Alisal Bridge) is more pronounced. Table 12 shows the dewatered storage in the above Narrows
alluvial basin for each of the alternatives.
3E.
WATER RIGHTS RELEASES (WR 89-18)
Table 13 shows the impacts to water rights releases for the various alternatives as
determined by the Santa Ynez River Hydrology Model. The average annual reductions in water
rights releases under various alternatives are compared to Alternative 2 (CEQA baseline). The
reduction in the downstream water rights releases under Alternatives 3B and 3C would be about
5-6 percent. The reduction would be about 8-9 percent under Alternatives 5B and 5C.
TABLE 13
SIMULATED IMPACTS TO AVERAGE WATER RIGHTS RELEASES
FOR WATER YEARS 1918-1993 (ACRE-FEET/YEAR)
Water Rights Releases
WR 89-18 Releases
Difference in WR 89-18
Releases from Alt 2
Percent Reduction in WR
89-18 Releases from Alt 2
Alt 2:
CEQA
Baseline
Alt 3B:
BO and
1.8’
surcharge
Alt 3C:
BO with
3’
surcharge
Alt 4B:
BO with
SWP
delivery to
Lompoc
Alt 5B:
"3A2"/BO
and 1.8’
surcharge
Alt 5C:
"3A2"/BO
and 3’
surcharge
6,023
5,682
5,737
5,711
5,473
5,529
---
-341
-286
-312
-550
-494
---
-5.7%
-4.7%
-5.2%
-9.1%
-8.2%
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DRAFT
TABLE 12
(DEIR TABLE 4-27, AUG. 2003)
MONTHLY DEWATERED STORAGE IN THE ABOVE NARROWS ALLUVIAL GROUNDWATER BASIN
(ACRE-FEET)
Entire Basin
Mean
Median
% Difference Relative to Alt 2
Minimum
Santa Ynez Subarea
Mean
Median
% Difference Relative to Alt 2
Minimum
Buellton Subarea
Mean
Median
% Difference Relative to Alt 2
Minimum
Santa Rita Subarea
Mean
Median
% Difference Relative to Alt 2
Minimum
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Alt 2:
CEQA
Baseline
Alt 3B:
BO and 1.8’
surcharge
Alt 3C:
BO with 3’
surcharge
Alt 4B:
BO with SWP
delivery to
Lompoc
Alt 5B:
"3A2"/BO
and 1.8’
surcharge
Alt 5C:
"3A2"/BO
and 3’
surcharge
10,769
10,517
--2,324
10,310
10,099
-4%
2,315
10,281
10,081
-4%
2,315
10,240
10,031
-5%
2,311
10,146
9,852
-6%
2,315
10,131
9,840
-6%
2,315
1,926
1,769
--0
1,722
1,606
-9%
0
1,704
1,584
-10%
0
1,647
1,510
-15%
0
1,684
1,553
-12%
0
1,683
1,547
-13%
0
5,634
5,570
--2,166
5,482
5,449
-2%
2,167
5,471
5,442
-2%
2,153
5,438
5,382
-3%
2,144
5,435
5,363
-4%
2,168
5,432
5,360
-4%
2,169
3,244
3,080
--0
3,105
2,981
-3%
0
3,105
2,978
-3%
0
3,155
3,105
1%
0
3,027
2,870
-7%
0
3,016
2,867
-7%
0
Page 19
DRAFT
3F.
CACHUMA PROJECT DELIVERIES
The results of SYRHM analysis indicate that Alternatives 5B and 5C would produce
greater shortages in Cachuma Project water supply during drought periods in comparison with
Alternative 2, CEQA baseline (Table 14). The results of modeling analysis also indicate that the
new Alternatives 5B and 5C would produce greater shortages in the Cachuma Project water
supply compared to DEIR Alternatives 3B and 3C, respectively. Impacts on Project deliveries to
Member Units are shown in Table 14 for the various alternatives. Table 14 shows that in the
critical drought year (1951) shortages in Cachuma Project water supply would be 9,810 acre-feet
for Alternative 2. The shortages in the critical drought year would increase to 11,260 acre-feet
and 9,890 acre-feet under the DEIR Alternatives 3B and 3C, respectively. Table 14 also
indicates that shortages in the critical drought year would be further increased under the new
Alternatives 5B and 5C to 12,510 acre-feet and 11,410 acre-feet, respectively.
During the last three years of the critical drought period (1949-1951), the cumulative
shortages under the new Alternatives 5B and 5C would be increased to 26,660 acre-feet and
23,810 acre-feet, respectively, compared to the DEIR Alternatives 3B and 3C with the three-year
cumulative shortages of 23,370 acre-feet, and 19,920 acre-feet, respectively. Table 14 also
indicates that the frequency of years with shortages greater than 10% increases under
Alternatives 5B and 5C.
Simulated monthly Cachuma Project deliveries for Alternative 5B and 5C for the period
1918-1993 are included in Appendix B. Simulated monthly Cachuma Project shortages for
Alternative 5B and 5C for the period 1918-1993 are included in Appendix C.
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DRAFT
TABLE 14
(DEIR TABLE 4-16, AUG. 2003)
IMPACTS ON CACHUMA PROJECT DELIVERIES TO MEMBER UNITS
Water Supply Parameter
Alt 2:
CEQA
Baseline
Alt 3B:
BO and 1.8’
surcharge
Alt 3C:
BO with 3’
surcharge
Alt 4B:
BO with
SWP
delivery to
Lompoc
Alt 5B:
"3A2"/BO
and 1.8’
surcharge
Alt 5C:
"3A2"/BO
and 3’
surcharge
Average Annual Deliveries and Years of Shortages (1918-1993)
Average annual delivery
(afy)
Difference compared to
Alt 2 (afy)
Number of years with 10%
or more shortage
Number of years with 10%
or more shortage –
difference from Alt 2
25,115
24,986
25,122
25,169
24,855
24,988
---
-129
7
54
-260
-127
6
7
6
6
8
7
---
1
0
0
2
1
Critical Drought Year (based on 1951 drought year)
Shortage (af)
% Shortage in Cachuma
deliveries
% Shortage in Cachuma
deliveries – difference from
Alternative 2
9,808
11,262
9,895
9,351
12,506
11,406
38%
44%
38%
36%
49%
44%
---
6%
0%
-2%
10%
6%
Critical 3-Year Drought Period (based on 1949-51 drought)
Shortage (af)
% Shortage in Cachuma
deliveries
% Shortage in Cachuma
deliveries – difference from
Alternative 2
20,134
23,373
19,925
17,467
26,659
23,806
26%
30%
26%
23%
35%
31%
---
4%
0%
-3%
8%
5%
Based on Project draft of 25,714 acre-feet per year.
Cumulative shortage in critical drought period based on 36 consecutive months starting in May 1949.
3G.
MEMBER UNITS WATER SUPPLY IN CRITICAL DROUGHT
Table 15 shows the Member Units’ supply and demand in the critical drought year (1951)
which include Member Units’ demands and supplies from sources other than the Cachuma
Project. The source of data for demand and water supplies other than the Cachuma Project is
from the water supply managers. Tables 16, 17, and 18a-e are the updates to the Draft EIR
Tables 4-18, 4-19, 4-20, 4-21, 4-22, 4-23, and 4-24 which provide the source data for Table 15
(EIR Table 4-17). The Member Units’ water supply from the Cachuma Project in the critical
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DRAFT
drought year (1951) as shown in Tables 18a-e is based on Alternative 5B, because the water
supply impacts were greatest under this alternative. The total supply from other sources for the
Member Units includes groundwater pumping which would not be sustainable on a long term
basis, the maximum capacity of the desalinization plant, and 50 percent delivery of State Project
water (Table A and CCWA drought buffer). Table 15 shows that Alternatives 5B and 5C will
increase the water supply impacts in the critical drought year (1951) and the shortages already
associated with the steelhead fish water releases under the Biological Opinion.
Tables 19a-b (EIR Table 4-25) show the Member Units’ supply and demand during the
critical three-year drought period (1949-1951) for DEIR Alternatives 3B and 3C and the new
Alternatives 5B and 5C. Local groundwater is based on the critical drought year supply with a
0.8 reduction factor, except for ID No. 1 river wells which are based on simulated water levels
(dewatered storage). State Water Project import supply is based on 50 percent delivery (Table A
and CCWA drought buffers). Based on data provided by the water supply managers, the
desalinization plant for the City of Santa Barbara would operate only in the critical drought year
of 1951 in the three-year drought period (1949-1951). The comparisons in Tables 19a-b indicate
that the additional releases for fish under Alternatives 5B and 5C would further increase water
shortages for both current demand and planned growth future water demands.
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DRAFT
TABLE 15
(DEIR TABLE 4-17, AUG. 2003)
MEMBER UNITS' SUPPLY AND DEMAND IN CRITICAL DROUGHT YEAR (1951)
(ACRE-FEET)
Alt 2:
CEQA
Baseline
Alt 3B:
BO and 1.8’
surcharge
Alt 3C:
BO with 3’
surcharge
Alt 4B:
BO with SWP
delivery to
Lompoc
Alt 5B:
"3A2"/BO
and 1.8’
surcharge
Alt 5C:
"3A2"/BO
and 3’
surcharge
Cachuma Project Yield
15,906
14,452
15,819
16,363
13,208
14,308
Total Supply From Other
Sources (includes CCWA
drought buffer)
31,312
31,312
31,312
31,312
31,312
31,312
Total Supply
47,218
45,764
47,131
47,675
44,520
45,620
Year 2000 demand
46,007
46,007
46,007
46,007
46,007
46,007
Surplus or shortage
1,211
-243
1,124
1,668
-1,487
-387
Year 2020 demand
56,287
56,287
56,287
56,287
56,287
56,287
Surplus or shortage
-9,069
-10,523
-9,156
-8,612
-11,767
-10,667
Parameter
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DRAFT
TABLE 16
(DEIR TABLE 4-18, AUG. 2003)
MEMBER UNITS' SUPPLY FROM SOURCES OTHER THAN CACHUMA PROJECT
IN CRITICAL DROUGHT YEAR (1951)
(ACRE-FEET)
CVWD
1. Local groundwater supply (Table 18a)
4,650
MWD
2. Jameson Lake and Alder Creek diversions (SYRHM simulation, DEIR
Appendix E)
3. Doulton Tunnel infiltration and Fox Creek diversion (SYRHM simulation,
DEIR Appendix E)
312
130
4. Local groundwater supply (Table 18b)
400
5. MWD subtotal
842
City of Santa Barbara
6. Gibraltar Reservoir (SYRHM simulation, DEIR Appendix E)
0
7. Mission Tunnel infiltration and Devil Canyon diversions (SYRHM
simulation, DEIR Appendix E)
500
8. Jameson Reservoir (Table 18c)
300
9. Local groundwater supply (Table 18c)
4,150
10. Reclaimed water (Table 18c)
900
11. Desalinization (Table 18c)
3,125
12. City of SB subtotal
8,975
GWD
13. Local groundwater supply (Table 18d)
2,350
14. Reclaimed water (Table 18d)
1,500
15. GWD (subtotal)
3,850
SYRWCD, ID No. 1
16. Local groundwater supply (Table 18e)
2,320
17. Santa Ynez River Diversion (Table 18e)
1,450
18. SYRWCD, ID No. 1 subtotal
3,770
19. State Water Project delivery (assume 50% of Table A + buffer)
9,2251)
20. Total Supply for sources other than Cachuma Project
31,312
1) Includes SWP delivery to Solvang under a water supply contract with ID No. 1.
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DRAFT
TABLE 17
(DEIR TABLE 4-19, AUG. 2003)
MEMBER UNITS' DEMAND IN ACRE-FEET
Year
2002
Member Unit
Year
2020
Carpinteria Valley Water District
4,3001
5,833
Montecito Water District
6,0732
6,835
City of Santa Barbara
14,342
18,2003
Goleta Water District
14,000
17,300
Santa Ynez River Water Conservation District, ID No. 1
4
7,292
8,1194
Total
46,007
56,287
1
Represents year 2001
Represents year 2000
3
Represents year 2009
4
Includes 1,500 AFY of SWP allocated to City of Solvang under a water supply contract.
2
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DRAFT
TABLE 18A
(DEIR TABLE 4-10, AUG. 2003)
WATER SUPPLY AND DEMAND - CARPINTERIA VALLEY WATER DISTRICT 1)
Normal Year
Critical Drought
Year 2)
Comment
(acre-feet per year)
Supplies
Cachuma
Project
2,813
1,445
State Water
Project
1,650
1,100
Local
groundwater
3,000
4,650
Total
7,463
7,195
Fixed percentage of Cachuma Project yield.
Cachuma represents 38% of total supply
SWP Table A amount is 2,000 AFY plus 200 AFY
of CCWA drought buffer; CVWD assumes 75%
average annual delivery and 50% during droughts
Share of local groundwater basin
Demand
Current (2001)
4,300
Approx. 50% for agricultural use
Because of agricultural needs, assumes higher
Planned Future
5,833
6,819
demand in drought
(2020)
1) Sources: CVWD (2001 and C. Hamilton, Gen. Manager, 2003)
2) Based on simulation of Alternative 5B from the Santa Ynez River Hydrology Model (SYRHM).
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DRAFT
TABLE 18B
(DEIR TABLE 4-11, AUG. 2003)
WATER SUPPLY AND DEMAND – MONTECITO WATER DISTRICT 1)
Normal Year
Critical Drought
Year 2)
Comment
(acre-feet per year)
Supplies
Cachuma Project
2,651
1,362
Jameson Lake, Fox
and Alder creeks
2,000
312
375
130
Doulton Tunnel
Drought year values are from SYRHM.
1650
State Water Project
2,280
Local groundwater
200
400
7,506
3,854
Total
Fixed percentage of Cachuma Project yield. Cachuma
represents 35% of total supply
Diversions on the upper Santa Ynez River. Drought year
values are from SYRHM.
SWP Table A amount is 3,000 AFY plus 300 AFY of
CCWA drought buffer; MWD assumes 76% average
annual delivery of Table A amount
District’s portion of Montecito Groundwater Basin’s safe
yield of 1,650 AFY. Maximum pumping is 400 AFY.
Demand
Current (2000)
6,073
12% is losses and transfers to City of S.B (300 AF).
Planned Future
(2020)
6,835
Slight increase in all uses, allows for reserve
1) Sources: MWD (2001 and T. Mosby, Operations Manager, 2003).
2) Based on simulation of Alternative 5B from the Santa Ynez River Hydrology Model (SYRHM).
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DRAFT
TABLE 18C
(DEIR TABLE 4-12, AUG. 2003)
WATER SUPPLY AND DEMAND – CITY OF SANTA BARBARA 1)
Normal
Critical Drought
Year 2)
Comment
(acre-feet per year)
Supplies
Cachuma Project
8,277
4,251
Gibraltar Reservoir
and Devils Canyon
4,310
0
Mission Tunnel
1,109
500
Juncal Reservoir
300
300
State Water Project
2,200
1,650
Local groundwater
1,104
4,150
900
900
0
3,125
18,200
14,876
Reclaimed water
Desalinization
Total
Fixed percentage of Cachuma Project yield.
Cachuma represents 45% of total supply
Infiltration; tunnel from Gibraltar Reservoir
Water from Montecito Water District per prior
agreement
SWP Table A amount is 3,000 AFY plus 300 AFY
of CCWA drought buffer. The City assumes 75%
average annual delivery of Table A amount.
City’s portion of the Santa Barbara Groundwater
Basin’s safe yield of about 1,850 AFY; used for
seasonal peaking and to replace surface water
shortages due to drought
For use only during emergency. Currently in storage
mode. Max. capacity = 3,125 AFY
Demand
Current (2002)
14,342
Planned Future
(2009 per LTWSP)
18,200
1) Source: City of Santa Barbara (2000; 1994 adopted Long Term Water Supply Program; and S. Mack, City Water
Supply Manager, 2003)
2) Based on simulation of Alternative 5B from the Santa Ynez River Hydrology Model (SYRHM).
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DRAFT
TABLE 18D
(DEIR TABLE 4-13, AUG. 2003)
WATER SUPPLY AND DEMAND – GOLETA WATER DISTRICT 1)
Normal
Critical Drought
Year 2)
Comment
(acre-feet per year)
Supplies
Cachuma Project
9,321
4,788
State Water Project
4,500
3,725
Local groundwater
2,350
2,350
Reclaimed water
project
1,500
1,500
Total
17,671
12,363
Fixed percentage of Cachuma Project yield; Cachuma represents
about 53% of total supply
SWP Table A amount is 7,000 AFY plus 450 AFY of CCWA
drought buffer. The District assumes 60 percent average annual
delivery of Table A amount and drought buffer and 50 percent
during drought. The District’s right to CCWA facility capacity is
4,500 AFY.
District’s portion of the Goleta Basin. Safe yield estimated at 3,410
AFY.
Approximate capacity of built out project. Current production is
approximately 1,000 AFY.
Demand
Current (2000)
14,000
Includes approximately 1,000 AFY of recycled water
Planned Future
(2020)
17,300
Includes approximately 1,500 AFY of recycled water
1) Sources: GWD (2001 and K Walsh, GWD General Mgr, 2003)
2) Based on simulation of Alternative 5B from the Santa Ynez River Hydrology Model (SYRHM).
Stetson Engineers Inc.
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DRAFT
TABLE 18E
(DEIR TABLE 4-14, AUG. 2003)
WATER SUPPLY AND DEMAND – SANTA YNEZ RIVER WATER CONSERVATION DISTRICT,
ID NO. 1 1)
Normal
Critical Drought
Year 2)
Comment
(acre-feet per year)
Supplies
Cachuma Project
2,651
1,362
Santa Ynez Uplands
Groundwater Basin
1,430
2,320
0
0
Santa Ynez River
Underflow
1,480
1,450
State Water Project
1,650
1,100
Total
7,211
6,232
Gallery Well
Fixed percentage of Cachuma Project. Cachuma
Project represents approximately 44% of total supply.
Production for normal year is based on an average of
the last five years (1998-2002) which reflects Well
Nos. 3, 4, and 5A remaining out of production
(destroyed or water quality problems) and Well No. 7
producing at a reduced rate due to lower water levels.
Drought supply is based upon average annual
production during the 1987-1991 drought adjusted for
Well Nos. 3, 4, and 5A and reduced production from
Well No. 7.
Currently inactive due to proximity of the river.
Maximum permitted diversion is 515 AFY
This is estimate of future maximum production from
two permitted well fields
SWP Table A amount is 2,000 AFY plus 200 AFY of
CCWA drought buffer. District’s Table A amount is
500 AFY plus 200 AFY of drought buffer. The
remaining 1500 AFY is allocated to the City of
Solvang under a water supply contract. District
assumes 75% delivery of its 2,200 AFY allocation in
normal year and 50% during drought.
Demand
Current (2002)
7,292
Planned Future (2020)
8,119
Includes 1,500 AFY of SWP under contract to City of
Solvang
Includes 1,500 AFY of SWP under contract to City of
Solvang
1) Source: ID No. 1 (Chris Dahlstrom, ID No. 1 General Mgr, 2003).
2) Based on simulation of Alternative 5B from the Santa Ynez River Hydrology Model (SYRHM).
Stetson Engineers Inc.
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DRAFT
TABLE 19A
(DEIR TABLE 4-25, AUG. 2003)
MEMBER UNITS' SUPPLY AND DEMAND DURING CRITICAL THREE-YEAR DROUGHT PERIOD (1949-1951)
DRAFT EIR ALTERNATIVE 3B AND NEW ALTERNATIVE 5B
(ACRE-FEET)
Alt. 3B
Alt. 5B
11,160
11,160
2,194
2,194
3. Doulton Tunnel infiltration and Fox Creek diversions
432
432
4. Local groundwater
960
960
3,586
3,586
6. Gibraltar Reservoir
4,055
4,055
7. Mission Tunnel infiltration and Devil's Canyon diversion
1,577
1,577
8. Local groundwater
9,960
9,960
9. Reclaimed water
2,700
2,700
10. Desalinization
3,125
3,125
11. City of SB subtotal
21,417
21,417
10,140
10,140
13. Local groundwater and Santa Ynez River diversion
11,823
11,823
14. State Water Project Delivery (assumed 50% of Table A + buffer)
27,675
27,675
15. Cachuma Project yield
53,769
50,483
16. Total Supply in Critical 3-year Period
139,570
136,284
17. Demand for three-year period based on current demand level
138,021
138,021
18. Difference between 3-year drought supply and current demand
1,549
-1,737
19. Demand for three-year period based on planned future growth
168,861
168,861
20. Difference between 3-year drought supply and planned future growth
-29,291
-32,577
CVWD
1. Local groundwater
MWD
2. Jameson Lake and Alder Creek diversions
5. MWD subtotal
City of Santa Barbara
GWD
12. Local groundwater and reclaimed water
SYRWCD, ID No. 1
Stetson Engineers Inc.
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DRAFT
TABLE 19B
(DEIR TABLE 4-25, AUG. 2003)
MEMBER UNITS' SUPPLY AND DEMAND DURING CRITICAL THREE-YEAR DROUGHT PERIOD (1949-1951)
DRAFT EIR ALTERNATIVE 3C AND NEW ALTERNATIVE 5C
(ACRE-FEET)
Alt. 3C
Alt. 5C
11,160
11,160
2,194
2,194
3. Doulton Tunnel infiltration and Fox Creek diversions
432
432
4. Local groundwater
960
960
3,586
3,586
6. Gibraltar Reservoir
4,055
4,055
7. Mission Tunnel infiltration and Devil's Canyon diversion
1,577
1,577
8. Local groundwater
9,960
9,960
9. Reclaimed water
2,700
2,700
10. Desalinization
3,125
3,125
10. City of SB subtotal
21,417
21,417
10,140
10,140
12. Local groundwater and Santa Ynez River diversion
11,823
11,823
13. State Water Project Delivery (assumed 50% of Table A + buffer)
27,675
27,675
14. Cachuma Project yield
57,217
53,336
15. Total Supply in Critical 3-year Period
143,018
139,137
16. Demand for three-year period based on current demand level
138,021
138,021
17. Difference between 3-year drought supply and current demand
4,997
1,116
18. Demand for three-year period based on planned future growth
168,861
168,861
19. Difference between 3-year drought supply and planned future growth
-25,843
-29,724
CVWD
1. Local groundwater
MWD
2. Jameson Lake and Alder Creek diversions
5. MWD subtotal
City of Santa Barbara
GWD
11. Local groundwater and reclaimed water
SYRWCD, ID No. 1
Stetson Engineers Inc.
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DRAFT
3H.
IMPACTS ON STATE WATER PROJECT DELIVERIES
Impacts on State Water Project deliveries for each of the alternatives are based upon
entitlements and modeling results, which take into consideration the limitations due to shortages
in SWP supply during state-wide droughts, pipeline capacity, and Cachuma Reservoir
operations. The South Coast entitlement (Table A) amount of SWP water is 13,750 acre-feet per
year, not including drought buffer and additional water (4,500 afy) contracted by Goleta Water
District. The modeling results actually uses two hydrologic models, the Santa Ynez River
Hydrology Model (used for Cachuma Reservoir) and the Department of Water Resources’
DWRSIM model (used for shortages in SWP deliveries). Table 20 shows the SWP deliveries for
the period 1942-1993. The period 1942-1993 was chosen because this period coincides with
Lompoc groundwater models, which was used to determine impacts on salinity in Lompoc under
the draft EIR alternatives.
TABLE 20
SUMMARY OF STATE WATER PROJECT DELIVERIES
AVERAGE FOR PERIOD 1942-1993 (ACRE-FEET/YEAR)
Alternative
Total Imports under
South Coast Contracts
Delivery as Percentage
of 13,750 AF
2
10,135
74%
3B
10,167
74%
3C
10,199
74%
4B
10,369
75%
5B
10,038
73%
5C
10,068
73%
Table 20 shows the impacts to SWP imports to the South Coast. The total amount of
imported water shown includes the ID No. 1 exchange with the South Coast Member Units. The
detailed analysis for Alternatives 5B and 5C is shown in Appendix D. As indicated in Table 20,
the total amount of SWP water delivery to the South Coast would be reduced slightly under
Alternatives 5B and 5C.
Stetson Engineers Inc.
Page 33
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DRAFT
4.
SENSITIVITY ANALYSIS FOR 2.47 FEET OF SURCHARGE
Section 15126.2 of the CEQA Guidelines states that the impacts of the proposed project
on the environment should be assessed against changes in the physical conditions in the affected
area as they exist at the time the notice of preparation (NOP) is published. For the alternatives
analyzed in the DEIR on the “Consideration of Modifications to the U.S. Bureau of
Reclamation’s Water Right Permits 11308 and 11310 (Applications 11331 and 11332) To
Protect Public Trust Values and Downstream Water Rights on the Santa Ynez River below
Bradbury Dam (Cachuma Reservoir)” dated August 2003, the existing conditions are represented
as Alternative 2. As discussed above in Section 2B of this memorandum, physical conditions in
the affected area have changed since publication of the NOP. Cachuma Reservoir has been
surcharged to 2.47 feet (actual surcharge was 2.32 feet) in 2005, and USBR and Cachuma
Member Unites (CCRB and ID No. 1) have initiated releases to meet the long-term flow
requirements under the Biological Opinion, which are set for 3.0-foot surcharge.
In order to determine if this change in physical conditions is captured within the
parameters of the impact analysis of alternatives in the DEIR a sensitivity analysis was
performed using the SYRHM. The sensitivity analysis was undertaken to evaluate the water
supply impacts of 2.47 feet of surcharge in relation to 1.8 feet and 3.0 feet of surcharge. For the
purposes of sensitivity analysis, two new alternatives were analyzed: Alternative 3D and
Alternative 5D. Alternative 3D is the same as Alternative 3B and 3C, except that Cachuma
Reservoir is surcharged to 2.47 feet. Likewise, Alternative 5D is the same as Alternative 5B and
5C, except that Cachuma Reservoir is surcharged to 2.47 feet.
As expected, simulation results for Alternative 3D with a surcharge of 2.47 feet are in
between simulation results for surcharges of 1.8 feet (Alternative 3B) and 3.0 feet (Alternative
3C). Similarly, simulation results for Alternative 5D are in between Alternatives 5B and 5C.
For example, Table 21 compares the median lake levels. Simulated lake levels for Alternative
3D (2.47’) falls in between the lake levels under Alternative 3B (1.8’) and Alternative 3C (3.0’).
Similarly, Alternative 5D (2.47’) falls in between the lake levels under Alternative 5B (1.8’) and
Alternative 5C (3.0’) as shown in Table 21.
Stetson Engineers Inc.
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DRAFT
TABLE 21
(DEIR TABLE 4-3, AUG. 2003)
MEDIAN LAKE LEVEL (SIMULATION, 1918-1993)
(FEET)
Alt 3B:
BO and
1.8’
surcharge
Alt 3D:
BO with
2.47’
surcharge
Alt 3C:
BO with 3’
surcharge
Alt 5B:
"3A2"/BO
and 1.8’
surcharge
Alt 5D
3A2"/BO and
2.47’ surcharge
Alt 5C:
"3A2"/BO and 3’
surcharge
Annual
733.3
734.0
734.6
732.5
733.1
733.7
Feb
736.7
737.5
738.1
736.1
736.9
737.4
Aug
733.6
734.4
735.0
731.4
732.3
733.0
Month
Water supply impacts for the 2.47-foot surcharge similarly fall within water supply
impacts for surcharges of 1.8 and 3.0 feet. As shown in Table 22, shortages of 10,382 acre-feet,
in the critical drought year (1951), under Alternative 3D fall in between shortages of 11,262 and
9,895 acre-feet for Alternatives 3B and 3C, respectively. Similarly, shortages of 11,889 acrefeet, in critical drought year, under Alternative 5D fall in between 12,506 and 11,406 acre-feet
for Alternatives 5B and 5C, respectively.
With respect to water supply impacts, relative comparisons of the 2.47-foot surcharge
with the 1.8-foot and 3.0-foot surcharges are varied. For example, in terms of number of years
with greater than 10% shortages, the 2.47-foot surcharge is more similar to the 1.8-foot
surcharge than the 3.0-foot surcharge. However, in terms of the critical drought year supply
(1951), Cachuma Project deliveries to the Member Units under the 2.47-foot surcharge are closer
to the 3.0-foot surcharge than the 1.8-foot surcharge.
Stetson Engineers Inc.
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DRAFT
TABLE 22
(DEIR TABLE 4-16, AUG. 2003)
IMPACTS ON CACHUMA PROJECT DELIVERIES TO MEMBER UNITS
Water Supply Parameter
Alt 2:
CEQA
Baseline
Alt 3B:
BO and
1.8’
surcharge
Alt 3D:
BO and
2.47’
surcharge
Alt 3C:
BO with 3’
surcharge
Alt 5B:
"3A2"/BO
and 1.8’
surcharge
Alt 5D:
"3A2"/BO
and 2.47’
surcharge
Alt 5C:
"3A2"/BO
and 3’
surcharge
Average Annual Deliveries and Years of Shortages (1918-1993)
Average annual delivery
(afy)
Reduction compared to
Alt 2 (afy)
Number of years with 10%
or more shortage
Number of years with 10%
or more shortage –
difference from Alt 2
25,115
24,986
25,069
25,122
24,855
24,927
24,988
---
-129
-46
7
-260
-188
-127
6
7
7
6
8
8
7
---
1
1
0
2
2
1
Critical Drought Year (based on 1951 drought year)
Shortage (af)
% Shortage in Cachuma
deliveries
% Shortage in Cachuma
deliveries – difference from
Alternative 2
9,808
11,262
10,382
9,895
12,506
11,889
11,406
38%
44%
40%
38%
49%
46%
44%
---
6%
2%
0%
10%
8%
6%
Critical 3-Year Drought Period (based on 1949-51 drought)
Shortage (af)
% Shortage in Cachuma
deliveries
% Shortage in Cachuma
deliveries – difference from
Alternative 2
20,134
23,373
21,114
19,925
26,659
25,047
23,806
26%
30%
27%
26%
35%
32%
31%
---
4%
1%
0%
8%
6%
5%
Based on Project draft of 25,714 acre-feet per year.
Cumulative shortage in critical drought period based on 36 consecutive months starting in May 1949.
Stetson Engineers Inc.
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Page 36
DRAFT
Figures
Cachuma Contract Renewal Alternative 3A2
Flow Requirements at Highway 154 and Alisal Bridges
50
45
40
35
Flow (cfs)
30
25
20
15
10
5
Jan
Feb
Mar
Apr
May
June
July
Aug
Sep
Oct
Nov
Dec
Figure 1
0
Figure 2
Frequency of Cachuma Reservoir Inflow
EIR Alternatives
Water Years 1918 through 1993
500,000
450,000
400,000
Water Year Classification
ANNUAL INFLOW (ACRE-FEET)
350,000
Critical
Above
Normal
Below
Normal
Dry
Wet
300,000
250,000
200,000
150,000
100,000
50,000
0
0
20
40
60
PERCENT OF TIME FLOW AT OR BELOW
80
100
Figure 3
SYRHM Operations Criteria for Fish Water Releases
from Cachuma Reservoir
for Alternatives 5B & 5C
Cumulative Inflow into Cachuma Reservoir
Is the cumulative inflow
(from October 1) into
Cachuma Reservoir > or =
33,707 acre-feet?
YES
Wet or
Above-Normal
Runoff
Conditions
F:\Data\1893
Proposed
Caltrout 3A2
Alternative
March 31, 2005
NO
Hydrologic
Classification
Fish Water
Releases
Below-Normal,
Dry, or Critical
Runoff
Conditions
DEIR Alternatives
3B & 3C
(Long- Term
BO/FMP)
Figure 4a
Frequency of Spills and Downstream Releases
from Cachuma Reservoir
(WY 1918-1993)
50
Alternative 2
Alternative 3B
Alternative 5B
45
Calculated Monthly Santa Ynez River Flow in CFS
40
35
30
25
20
15
10
5
0
0
20
40
60
Percent of Time Flow At or Below
80
100
Figure 4b
Frequency of Spills and Downstream Releases
from Cachuma Reservoir
(WY 1918-1993)
50
Alternative 2
Alternative 3C
Alternative 5C
45
Calculated Monthly Santa Ynez River Flow in CFS
40
35
30
25
20
15
10
5
0
0
20
40
60
Percent of Time Flow At or Below
80
100
Figure 5a
Frequency of Santa Ynez River Flow
Below Hilton Creek
(WY 1918-1993)
50
Alternative 2
Alternative 3C
Alternative 5C
45
Calculated Monthly Santa Ynez River Flow in CFS
40
35
30
25
20
15
10
5
0
0
20
40
60
Percent of Time Flow At or Below
80
100
Figure 5b
Frequency of Santa Ynez River Flow
At Highway 154 Bridge
(WY 1918-1993)
50
Alternative 2
Alternative 3C
Alternative 5C
45
Calculated Monthly Santa Ynez River Flow in CFS
40
35
30
25
20
15
10
5
0
0
20
40
60
Percent of Time Flow At or Below
80
100
Figure 5c
Frequency of Santa Ynez River Flow
Above Alisal Bridge
(WY 1918-1993)
50
Alternative 2
Alternative 3C
Alternative 5C
45
Calculated Monthly Santa Ynez River Flow in CFS
40
35
30
25
20
15
10
5
0
0
20
40
60
Percent of Time Flow At or Below
80
100
Figure 5d
Frequency of Santa Ynez River Flow
Near Buellton
(WY 1918-1993)
50
Alternative 2
Alternative 3C
Alternative 5C
45
Calculated Monthly Santa Ynez River Flow in CFS
40
35
30
25
20
15
10
5
0
0
20
40
60
Percent of Time Flow At or Below
80
100
Figure 5e
Frequency of Santa Ynez River Flow
Above Salsipuedes Creek Confluence
(WY 1918-1993)
50
Alternative 2
Alternative 3C
Alternative 5C
45
Calculated Monthly Santa Ynez River Flow in CFS
40
35
30
25
20
15
10
5
0
0
20
40
60
Percent of Time Flow At or Below
80
100
Figure 5f
Frequency of Santa Ynez River Flow
At Lompoc Narrows
(WY 1918-1993)
50
Alternative 2
Alternative 3C
Alternative 5C
45
Calculated Monthly Santa Ynez River Flow in CFS
40
35
30
25
20
15
10
5
0
0
20
40
60
Percent of Time Flow At or Below
80
100
Appendix A
Monthly Flows Downstream of
Bradbury Dam (simulation, 1918-1993)
New Alternatives 5B and 5C
Alternative 5B
SANTA YNEZ RIVER BELOW HILTON CREEK (acre-feet/month)
Water
Year
1918
1919
1920
1921
1922
1923
1924
1925
1926
1927
1928
1929
1930
1931
1932
1933
1934
1935
1936
1937
1938
1939
1940
1941
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG
MEDIAN
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
SUM
476
427
1,460
1,642
2,575
382
2,938
1,411
212
4,466
383
3,017
1,617
223
265
687
204
191
1,208
221
458
417
403
1,525
322
370
391
446
1,295
3,036
2,802
250
260
26
22
887
2,170
1,886
207
228
255
422
1,713
221
262
362
222
258
212
2,994
430
1,482
395
1,529
1,504
1,596
453
1,313
372
1,351
240
357
854
433
1,544
400
288
1,051
1,104
1,115
366
195
233
434
330
1,010
453
378
515
911
736
390
685
436
223
225
386
401
503
233
264
208
219
208
866
231
861
425
406
191
324
361
384
325
718
342
1,443
253
261
25
22
319
357
802
220
214
303
421
944
216
303
377
227
260
377
2,993
436
715
356
864
812
158
778
349
377
355
245
362
655
428
750
374
337
675
196
361
380
211
240
319
217
780
433
365
342
197
615
302
382
201
223
171
378
394
200
237
438
217
226
218
205
235
367
347
403
253
525
361
329
349
239
338
206
252
244
25
29
359
369
194
765
217
218
378
359
215
172
376
227
257
368
306
368
358
352
247
244
198
364
316
377
362
245
349
354
377
353
364
13,141
306
199
364
378
220
242
249
208
360
414
1,273
356
163
395
1,299
378
212
222
169
1,272
380
210
238
250
294
292
308
212
205
1,273
1,314
350
588
413
46,094
288
344
347
374
216
245
250
24
1,561
2,041
676
155
952
205
166
330
350
230
168
363
226
173
431
747
363
128,084
309
301
334
667
546
326
375
365
687
312
276
319
340
14,059
4,828
356
175
352
343
221
243
248
159
26,050
51,309
1,296
273
162
1,048
1,307
372
220
270
1,581
1,385
343
216
219
957
277
193
188
633
1,220
31,827
1,331
239
56,612
400
28,923
17,474
470
328
347
222
244
1,908
23
2,147
279
1,323
177
243
160
833
2,085
1,912
228
2,771
321
225
229
1,336
1,197
342
188,359
297
328
345
1,328
280
2,285
1,946
367
10,330
670
67,729
290
348
57,338
1,686
334
767
368
366
211
243
247
1,036
113,851
127,900
1,294
329
183
2,427
1,283
309
206
166
10,682
1,336
310
220
231
2,728
189
165
327
215
9,761
187,357
1,378
265
193,797
654
66,500
36,001
4,433
274
358
228
1,956
200
23
1,619
317
337
197
177
155
1,234
274
351
226
2,225
303
225
211
2,956
18,846
1,928
78,226
2,186
342
370
15,660
441
5,367
318
203
145,578
21,177
40,858
2,408
1,953
196,356
467
338
2,035
1,949
1,924
219
238
711
2,608
65,385
17,791
351
239
196
7,462
314
369
171
927
4,178
332
326
205
229
1,945
198
220
450
201
16,948
15,936
274
326
120,506
6,350
10,315
4,724
2,641
410
372
232
211
215
22
10,557
327
268
204
213
190
35,698
322
321
227
1,870
238
225
378
2,151
53,303
322
17,932
338
359
372
7,670
463
4,966
335
211
35,267
11,033
7,000
237
340
56,416
2,001
362
1,952
351
319
223
240
1,975
1,845
28,710
5,025
361
352
206
1,186
346
376
221
1,235
1,219
354
372
219
1,518
1,343
219
227
1,268
198
1,174
2,270
345
375
18,381
486
1,171
1,158
1,250
1,459
3,430
238
1,812
3,174
842
1,156
369
370
194
165
203
9,161
356
367
1,754
1,230
327
1,912
199
1,394
20,350
366
5,643
362
376
3,413
1,167
1,404
1,161
361
220
7,452
1,150
1,117
319
313
29,397
1,392
377
1,235
363
191
227
1,361
1,590
1,220
6,367
1,061
374
378
229
1,308
364
384
229
1,492
1,358
364
3,546
229
266
1,458
3,560
3,829
1,489
223
1,236
1,137
367
390
2,979
383
1,190
1,207
1,459
1,518
3,037
778
291
194
24
1,372
378
374
230
210
4,189
1,043
369
377
315
1,451
366
350
3,976
1,431
1,115
3,429
1,051
378
3,428
3,020
1,253
1,501
1,252
3,430
228
1,041
1,170
1,115
354
372
5,124
1,436
3,428
1,389
373
3,594
1,135
212
1,966
1,311
1,038
839
3,789
3,857
235
934
378
227
1,318
1,030
951
3,804
2,853
1,339
226
1,048
2,994
2,275
1,055
235
923
795
3,560
3,940
555
350
849
936
1,016
3,455
3,028
1,240
218
213
23
922
3,889
4,138
2,091
218
778
776
3,849
228
222
1,013
395
215
2,912
1,031
925
370
812
3,589
3,038
212
968
1,040
926
3,038
2,667
622
923
865
419
3,656
546
993
3,029
1,014
392
2,239
2,210
478
1,610
969
656
1,086
441
375
4,837
1,112
4,271
2,054
2,797
1,203
1,139
3,038
1,489
1,861
246
1,195
2,601
2,491
4,097
2,479
1,127
1,075
3,037
3,019
722
372
1,081
1,098
1,180
3,038
3,017
222
240
236
22
1,052
3,038
2,791
3,112
1,885
2,943
1,040
3,038
2,737
243
1,175
2,364
237
1,126
4,151
3,643
1,034
1,009
3,037
3,036
1,523
1,118
1,177
1,115
3,027
215
941
1,129
1,122
1,212
3,038
653
1,166
688
1,171
2,014
1,654
594
310
2,416
4,032
973
1,108
2,162
2,717
2,173
1,166
3,037
2,082
469
1,931
1,198
3,026
2,411
205
259
1,937
2,065
2,488
2,561
399
1,176
1,106
3,035
1,986
879
1,069
1,109
1,149
1,226
3,035
3,011
240
254
251
213
1,525
2,467
3,013
514
1,111
800
1,113
2,123
203
256
1,699
204
251
377
2,995
2,672
2,158
1,077
1,085
1,926
2,341
1,152
1,480
1,148
2,306
227
1,071
1,163
1,153
2,269
3,035
893
1,209
2,244
1,216
1,076
2,048
218
296
1,096
3,037
1,121
207,895
12,512
11,193
11,135
20,963
13,674
10,554
7,892
9,133
27,334
16,058
15,843
7,021
4,125
13,829
13,509
12,830
12,360
7,073
34,459
244,462
15,831
12,103
396,987
11,648
158,324
65,138
15,139
16,116
20,689
8,068
6,225
7,408
1,291
21,983
14,670
16,186
9,757
6,366
10,283
51,841
13,967
9,862
4,354
14,339
5,994
4,542
10,356
18,832
109,091
11,544
424,749
12,684
15,774
14,491
32,935
9,928
20,524
16,263
6,769
203,718
39,794
123,099
9,065
16,042
361,920
28,944
13,187
12,453
9,080
13,800
5,886
4,338
12,862
16,972
246,300
904
429
459
361
473
322
3,290
342
8,829
370
16,744
560
6,623
355
2,130
1,134
1,315
1,115
1,465
960
1,740
1,178
1,480
1,171
45,452
13,737
EIR_MonthlyFlows_Helper5A-C.xls 3/18/2005
Alternative 5B
SANTA YNEZ RIVER AT 154 BRIDGE (acre-feet/month)
Water
Year
1918
1919
1920
1921
1922
1923
1924
1925
1926
1927
1928
1929
1930
1931
1932
1933
1934
1935
1936
1937
1938
1939
1940
1941
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG
MEDIAN
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
SUM
300
351
1,329
1,509
2,321
300
2,849
1,286
150
4,318
300
2,914
1,488
150
150
610
150
150
1,031
150
373
342
300
1,376
300
300
320
361
1,110
2,931
2,683
150
150
0
0
817
1,908
1,757
150
174
194
347
1,566
150
150
300
150
150
150
2,910
351
1,358
324
1,357
1,348
1,467
369
1,172
300
1,213
150
300
755
356
1,414
300
300
881
975
942
300
150
150
302
263
892
300
308
464
840
670
300
571
381
150
365
300
300
446
150
150
150
150
150
776
150
746
341
300
150
300
300
310
300
636
300
1,188
150
150
0
0
300
300
738
150
150
230
342
871
150
187
300
150
150
734
2,901
349
652
300
804
738
150
674
300
300
300
150
300
569
347
684
300
300
591
150
300
300
150
150
207
150
676
300
300
300
150
1,397
463
300
150
150
218
300
300
150
150
847
150
150
150
150
150
300
300
300
411
1,065
300
300
300
300
300
150
150
150
0
0
633
300
150
1,756
150
150
303
300
150
150
300
150
150
716
524
300
300
300
344
349
150
300
528
300
300
150
300
300
301
300
637
13,186
300
150
300
300
150
150
150
150
300
300
1,163
300
150
810
1,223
300
150
150
207
1,153
300
150
150
386
501
503
549
150
272
1,162
1,268
300
1,264
654
47,254
300
300
300
300
150
150
150
0
3,570
2,188
680
169
2,283
150
187
300
300
150
173
300
150
183
865
1,663
300
131,128
300
300
300
1,526
1,124
300
300
300
1,522
500
411
300
300
15,687
4,932
300
150
300
300
150
150
150
150
27,036
52,797
1,252
300
181
2,529
1,275
300
150
449
3,831
1,486
300
150
150
2,222
300
254
244
1,419
2,927
33,200
1,344
305
60,794
485
29,574
18,614
860
300
300
150
150
1,834
0
1,940
300
1,299
150
404
170
1,949
2,302
1,876
150
7,085
531
150
150
1,472
1,472
300
192,576
300
300
300
3,279
300
2,859
1,927
300
13,768
1,083
69,887
300
300
59,567
1,742
300
1,751
300
300
150
150
150
2,461
116,182
129,234
1,249
567
234
2,966
1,217
300
150
186
10,886
1,362
300
326
150
2,951
150
150
605
323
11,123
190,967
1,475
300
199,689
893
68,069
36,716
4,520
336
300
150
1,959
150
0
3,764
300
582
150
227
150
2,951
300
300
150
2,951
480
150
150
2,951
18,873
1,868
79,723
2,395
300
300
16,162
555
6,620
300
150
149,276
21,529
42,110
3,167
1,950
198,927
503
300
2,951
1,935
1,898
150
150
1,583
2,951
66,737
18,272
300
300
150
7,611
300
300
195
2,172
4,331
300
300
150
150
1,968
150
150
932
285
17,253
16,284
300
300
123,216
6,421
10,575
4,871
2,684
481
300
150
150
150
0
10,610
300
300
150
317
150
38,280
300
300
150
1,968
300
150
719
2,089
53,533
300
18,445
306
300
300
7,880
476
5,111
300
150
36,421
11,365
7,167
324
596
57,864
1,968
300
1,968
300
300
150
150
1,980
1,968
29,303
5,180
300
300
150
1,230
300
300
150
1,230
1,230
300
300
150
1,290
1,310
150
150
1,230
150
1,230
2,246
300
300
18,828
552
1,230
1,230
1,230
1,367
3,252
150
1,608
2,911
496
1,230
300
300
150
189
150
9,542
300
300
1,510
1,230
300
1,677
150
1,346
20,719
300
5,828
300
300
3,246
1,230
1,332
1,230
300
150
7,678
1,230
1,230
300
300
30,208
1,333
300
1,230
300
150
150
1,114
1,527
1,230
6,577
1,131
300
300
150
1,260
300
300
150
1,394
1,299
300
3,353
150
205
1,380
3,346
3,601
1,385
150
1,209
1,131
300
300
3,073
378
1,173
1,185
1,375
1,409
2,969
630
236
155
0
1,335
300
300
150
150
3,952
1,131
300
300
252
1,376
300
294
3,649
1,356
1,131
3,252
1,131
300
3,236
2,959
1,222
1,397
1,225
3,260
150
1,131
1,165
1,131
300
300
5,357
1,353
3,235
1,320
300
3,417
920
150
1,806
1,260
1,131
794
3,581
3,646
150
861
300
150
1,077
936
876
3,610
2,780
1,095
150
956
2,917
2,203
952
150
857
754
3,372
3,715
615
300
800
863
926
3,301
2,938
1,003
150
150
0
869
3,686
3,915
1,806
150
688
749
3,647
150
150
928
300
150
2,785
940
859
300
768
3,380
2,961
150
889
941
857
2,967
2,354
630
857
810
328
3,466
615
906
2,951
923
300
2,173
1,992
372
1,473
890
650
988
360
300
4,541
1,008
4,040
1,765
2,550
1,083
1,031
2,961
1,276
1,646
150
1,081
2,507
2,221
3,912
2,146
1,023
977
2,958
2,937
717
304
982
997
1,061
2,964
2,908
150
150
150
0
977
2,964
2,715
2,893
1,600
2,699
956
2,960
2,410
150
1,064
2,083
150
1,029
3,975
3,492
848
926
2,958
2,939
1,293
1,014
1,060
1,010
2,932
159
880
1,024
1,015
1,002
2,964
658
1,047
571
1,053
1,743
1,431
517
209
2,244
3,858
900
1,005
1,919
2,449
2,102
1,045
2,961
1,896
406
1,717
1,073
2,930
2,208
150
150
1,726
1,789
2,310
2,495
326
1,057
1,001
2,936
1,745
829
878
1,002
1,036
1,094
2,940
2,891
150
150
150
29
1,353
2,378
2,743
455
957
730
1,010
1,889
150
150
1,507
150
150
321
2,927
2,611
1,960
977
897
1,664
2,136
1,041
1,300
1,036
2,030
150
976
1,050
1,039
2,068
2,941
836
1,078
1,976
1,085
932
1,862
150
187
1,013
2,967
1,012
210,601
11,383
10,556
10,307
23,708
12,979
9,330
6,794
9,766
29,664
15,302
14,630
6,051
2,994
15,126
12,720
11,992
12,754
7,057
37,402
249,141
15,237
11,101
410,963
12,530
161,558
66,742
15,012
15,444
19,688
6,703
5,153
6,250
525
25,648
14,465
15,342
8,719
8,333
9,313
57,330
13,290
8,823
3,261
18,769
5,644
3,471
9,585
19,521
110,688
10,428
433,812
12,061
14,805
13,419
36,009
9,828
22,248
15,217
5,675
212,731
40,703
126,424
9,092
15,515
370,956
28,648
12,005
13,707
7,951
12,731
4,779
3,080
12,583
18,297
251,396
803
345
392
300
483
300
3,473
300
9,377
467
17,222
749
6,799
300
2,116
1,172
1,246
1,131
1,363
883
1,608
1,060
1,347
1,054
46,230
13,135
EIR_MonthlyFlows_Helper5A-C.xls 3/18/2005
Alternative 5B
SANTA YNEZ RIVER ABOVE ALISAL BRIDGE (acre-feet/month)
Water
Year
1918
1919
1920
1921
1922
1923
1924
1925
1926
1927
1928
1929
1930
1931
1932
1933
1934
1935
1936
1937
1938
1939
1940
1941
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG
MEDIAN
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
SUM
9
90
750
898
1,340
51
2,495
729
0
3,629
41
2,506
903
0
0
285
0
5
408
0
90
90
19
744
187
52
90
90
458
2,533
2,238
0
0
0
0
480
948
1,123
0
0
2
90
923
0
0
65
0
0
0
2,556
90
787
90
678
702
876
90
595
60
621
0
100
374
90
841
21
291
309
439
343
57
3
0
0
26
464
13
90
258
560
397
49
228
174
0
689
52
30
232
0
0
0
0
0
444
0
365
90
21
19
200
92
90
203
337
177
429
0
0
0
0
167
83
479
0
0
8
90
583
7
0
55
0
0
1,094
2,562
90
406
126
576
448
88
315
116
61
102
0
103
265
90
434
94
176
297
11
90
50
0
0
0
0
332
29
119
166
29
3,544
801
93
21
2
325
84
59
25
0
1,584
0
0
0
15
0
122
166
38
789
2,215
118
197
161
527
201
6
0
1
0
0
1,075
88
31
3,563
0
0
90
132
7
18
74
0
0
1,273
1,309
116
135
154
663
709
24
115
876
83
113
0
154
138
90
146
1,680
13,275
235
25
109
71
0
0
0
13
131
61
858
157
127
2,190
1,052
116
20
2
348
799
99
23
0
577
1,097
1,023
1,236
19
380
864
1,172
172
3,387
1,236
52,678
329
198
208
133
7
0
0
0
11,177
2,612
736
166
5,353
11
193
218
174
0
44
122
0
51
1,934
4,419
149
145,627
307
328
242
3,724
2,685
240
106
129
3,191
982
802
235
202
20,296
5,310
171
87
163
165
1
0
0
130
30,916
59,197
1,163
411
255
7,908
1,243
147
20
838
12,610
1,835
214
28
5
7,057
390
414
426
4,134
8,924
38,524
1,450
505
74,521
717
31,761
22,944
2,425
289
201
8
0
1,091
0
1,472
407
1,250
103
806
142
4,849
2,966
1,762
0
19,361
838
0
4
1,781
2,823
232
212,039
381
254
226
10,015
407
4,326
1,858
143
24,119
2,270
78,208
363
210
66,402
2,004
236
4,333
146
142
31
0
0
7,315
124,308
134,099
1,173
1,358
418
5,016
1,108
311
63
217
11,974
1,492
313
691
0
3,862
104
145
1,566
741
16,341
205,659
1,898
437
222,371
1,499
74,506
39,178
5,168
611
196
10
1,481
2
0
9,586
318
1,198
78
394
145
8,378
414
196
0
4,850
773
0
4
3,028
19,625
1,826
86,547
3,386
251
167
17,938
901
9,953
271
50
163,611
22,809
46,299
5,475
2,131
210,882
705
244
5,191
1,885
1,988
17
0
3,524
4,283
72,428
20,067
197
550
96
8,337
312
176
283
6,210
4,931
249
273
71
0
2,088
84
33
2,651
631
18,372
17,613
421
292
133,834
6,822
11,422
5,388
3,019
863
168
8
0
0
0
10,538
283
482
66
643
83
48,456
284
265
0
2,316
408
0
1,280
1,968
54,672
293
20,150
279
207
165
8,624
587
5,632
241
37
40,167
12,552
7,814
629
1,600
63,112
1,990
199
2,132
199
288
12
0
1,968
2,607
31,723
5,796
181
231
70
1,452
222
149
37
1,308
1,311
192
155
37
555
1,230
36
13
1,287
92
1,444
2,204
228
161
20,156
754
1,427
1,494
1,244
1,230
2,829
1
815
1,716
0
1,375
164
157
92
321
55
10,850
200
161
707
1,243
248
875
14
1,230
22,381
160
6,562
180
153
2,866
1,475
1,230
1,490
180
24
8,508
1,502
1,672
298
344
33,466
1,230
149
1,276
163
72
6
317
1,230
1,353
7,460
1,358
126
134
9
1,131
158
106
11
1,131
1,131
149
2,807
5
10
1,131
2,780
2,954
1,131
20
1,131
1,154
151
96
3,309
358
1,131
1,131
1,131
1,131
2,757
257
30
1
0
1,131
122
139
4
53
3,245
1,403
147
115
34
1,131
152
75
2,293
1,131
1,194
2,779
1,404
129
2,747
2,767
1,131
1,131
1,131
2,797
3
1,442
1,131
1,202
189
138
6,146
1,131
2,738
1,131
123
2,915
363
0
1,131
1,131
1,491
615
2,919
2,976
3
615
97
0
402
615
615
2,962
2,502
420
0
615
2,628
1,924
615
0
615
615
2,771
2,986
734
152
615
615
615
2,767
2,628
315
0
0
0
615
3,016
3,179
948
25
349
615
2,986
0
0
615
55
0
1,965
615
615
91
615
2,747
2,689
2
615
615
615
2,705
1,391
615
615
615
90
2,860
762
615
2,679
615
61
1,927
1,191
16
831
615
615
615
90
52
3,456
615
3,179
802
1,553
615
615
2,638
529
812
0
615
2,133
1,206
3,165
1,055
615
615
2,639
2,592
615
90
615
615
615
2,656
2,500
0
0
0
0
615
2,637
2,380
1,912
688
1,677
615
2,630
1,265
0
615
1,083
0
488
3,227
2,900
243
615
2,638
2,564
504
615
615
615
2,560
0
615
615
615
325
2,656
615
615
192
615
839
651
189
0
1,393
3,140
615
595
1,000
1,399
1,776
595
2,633
1,076
127
876
595
2,534
1,320
0
0
882
800
1,453
2,199
49
595
595
2,546
853
595
238
595
595
595
2,558
2,434
0
0
0
0
617
2,004
1,646
174
331
375
595
992
0
0
734
0
0
63
2,611
2,341
1,097
595
272
757
1,241
595
595
595
1,040
0
595
595
595
1,193
2,558
595
595
1,000
595
346
1,059
0
0
595
2,655
595
222,455
8,005
8,443
7,698
33,140
10,906
5,700
3,441
11,814
38,774
13,025
10,805
3,246
571
19,642
10,337
9,163
14,281
7,608
48,417
268,421
13,622
8,174
461,074
14,468
175,011
72,665
15,463
13,634
16,758
3,278
2,326
2,811
0
37,127
13,285
12,285
5,174
12,177
6,083
75,963
11,107
5,574
754
30,925
3,873
949
6,163
19,892
117,397
7,167
475,482
10,689
11,865
10,041
45,720
9,286
26,185
11,962
2,614
242,862
43,428
138,598
9,066
14,119
404,072
27,937
8,450
16,449
4,468
9,385
1,813
333
10,672
23,268
271,077
459
90
193
90
502
90
4,131
205
11,318
822
19,023
1,278
7,505
516
2,151
631
1,064
1,131
1,031
615
1,122
615
855
595
49,354
11,839
EIR_MonthlyFlows_Helper5A-C.xls 3/18/2005
Alternative 5B
SANTA YNEZ RIVER NEAR BUELLTON (acre-feet/month)
Water
Year
1918
1919
1920
1921
1922
1923
1924
1925
1926
1927
1928
1929
1930
1931
1932
1933
1934
1935
1936
1937
1938
1939
1940
1941
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG
MEDIAN
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
SUM
0
4
354
433
743
0
2,262
334
0
3,062
0
2,252
442
0
0
80
0
0
100
0
0
6
0
330
214
0
15
1
149
2,297
1,982
0
0
0
0
277
420
563
0
0
0
1
451
0
0
0
0
0
0
2,296
6
374
13
297
306
430
0
238
0
232
0
25
169
1
414
0
471
62
128
78
0
0
0
0
0
220
0
9
89
300
167
0
67
31
0
1,116
0
0
58
0
0
0
0
0
209
0
170
6
0
0
239
11
14
261
147
236
104
0
0
0
0
110
0
217
0
0
0
0
317
0
0
0
0
0
1,650
2,309
2
194
100
415
222
50
129
5
0
0
0
32
94
0
216
60
168
119
0
0
0
0
0
0
0
132
0
56
74
0
6,531
1,412
11
0
0
504
10
0
0
0
3,121
0
0
0
0
0
53
159
0
1,374
3,894
35
208
138
949
261
0
0
0
0
0
1,786
0
0
6,248
0
0
2
13
0
0
0
0
0
2,088
2,478
55
20
113
884
1,187
0
35
1,398
1
3
0
118
38
4
30
3,002
13,961
243
0
11
0
0
0
0
0
38
4
680
54
146
4,067
1,055
31
0
0
582
589
21
0
0
1,195
2,064
1,939
2,296
0
745
678
1,285
189
6,369
2,104
57,518
484
195
193
88
0
0
0
0
18,904
3,357
808
109
8,383
0
258
232
60
0
0
8
0
17
3,441
8,334
103
163,134
447
433
251
6,102
4,992
224
13
16
5,301
1,789
1,433
273
122
27,080
5,715
109
82
78
112
0
0
0
202
36,548
68,310
1,110
612
405
13,212
1,307
56
0
1,564
21,409
2,106
244
0
0
10,087
606
650
740
6,955
16,925
45,873
1,718
938
85,090
1,057
34,283
26,776
4,499
360
206
0
0
951
0
1,825
572
1,287
75
1,330
177
8,935
4,085
1,683
0
34,328
1,279
0
0
2,267
4,110
264
230,185
589
253
206
18,587
598
6,442
1,988
31
38,433
4,005
89,201
548
154
75,244
2,284
235
7,924
45
57
9
0
0
14,034
134,352
135,767
1,136
1,994
722
7,389
1,027
418
46
359
12,598
1,672
449
1,268
0
5,304
114
222
2,567
1,325
22,292
215,248
2,523
744
241,980
2,342
80,016
41,622
5,695
678
176
0
1,577
0
0
18,927
368
2,038
40
608
217
15,692
585
86
0
7,505
1,181
0
0
3,181
20,063
1,957
94,929
4,520
200
76
19,597
1,407
14,516
276
0
181,400
24,705
51,466
8,803
2,416
218,177
933
235
8,335
1,927
2,305
0
0
6,779
6,168
78,997
21,941
95
917
90
9,282
359
108
505
9,658
5,669
219
346
40
0
2,275
74
0
4,449
910
19,794
19,260
596
391
141,859
7,427
12,418
5,993
3,494
1,452
102
0
0
0
0
11,630
245
753
22
949
84
60,087
237
224
0
2,801
567
0
2,032
1,747
55,064
341
21,420
234
132
77
9,513
778
6,283
203
0
44,830
13,982
8,585
1,047
2,919
67,010
1,944
144
2,373
109
330
0
0
2,469
3,410
34,776
6,622
100
222
52
1,763
186
62
6
1,541
1,435
121
97
0
200
1,216
0
0
1,455
75
1,719
2,138
194
108
21,864
1,037
1,694
1,856
1,310
1,194
2,534
0
415
1,039
0
1,723
65
53
100
542
45
12,322
115
60
264
1,260
239
380
0
1,100
23,680
66
7,373
88
58
2,581
1,635
1,211
1,848
91
0
9,581
1,854
2,097
351
406
36,383
1,088
57
1,265
65
18
0
39
1,170
1,532
8,317
1,751
38
49
0
1,075
94
24
0
978
1,028
65
2,478
0
0
937
2,451
2,567
970
0
1,134
1,288
69
16
3,705
411
1,185
1,171
968
948
2,607
99
0
0
0
981
31
53
0
8
2,801
1,804
80
24
0
922
85
0
1,489
959
1,201
2,480
1,760
44
2,441
2,630
1,038
947
1,039
2,491
0
1,781
1,115
1,264
157
48
7,292
952
2,439
1,031
33
2,582
114
0
704
1,097
1,841
564
2,571
2,606
0
490
24
0
127
444
485
2,600
2,315
130
0
417
2,439
1,729
421
0
501
629
2,447
2,596
1,025
105
561
493
446
2,448
2,457
56
0
0
0
504
2,636
2,732
489
8
150
532
2,614
0
0
424
0
0
1,259
418
465
10
528
2,432
2,528
0
455
430
470
2,532
866
711
472
503
10
2,540
1,076
446
2,514
443
0
1,760
722
0
419
450
641
457
0
0
2,872
426
2,732
393
976
354
417
2,421
182
354
0
359
1,901
649
2,713
558
420
459
2,441
2,369
723
35
457
446
400
2,464
2,278
0
0
0
0
474
2,403
2,134
1,208
286
1,024
446
2,411
696
0
358
541
0
97
2,758
2,666
44
481
2,447
2,350
176
425
384
426
2,336
0
572
418
430
71
2,454
786
409
47
399
432
276
22
0
803
2,703
555
431
533
813
1,536
379
2,405
591
0
417
361
2,288
755
0
0
424
318
823
1,980
0
367
421
2,315
403
581
31
419
378
346
2,332
2,179
0
0
0
0
248
1,751
963
5
37
111
395
500
0
0
306
0
0
0
2,373
2,194
616
440
38
343
707
374
242
374
543
0
427
361
383
680
2,325
582
354
537
348
61
558
0
0
276
2,428
416
235,846
6,331
7,784
6,556
45,523
10,601
4,023
2,025
15,316
48,666
12,091
9,138
2,292
200
25,335
10,047
8,579
17,590
10,132
63,898
286,216
13,759
7,754
504,902
18,898
188,597
79,455
17,753
13,315
15,421
2,241
1,992
1,990
0
55,218
13,600
11,239
2,829
18,400
4,609
100,473
10,863
3,614
264
47,905
3,901
380
4,894
21,982
124,860
5,942
520,837
11,066
10,335
8,420
58,204
11,153
33,262
10,474
1,148
283,036
48,875
155,662
11,947
14,044
436,692
28,724
6,740
22,327
2,840
7,997
866
39
12,621
32,024
296,834
296
5
129
1
691
4
5,040
213
13,627
1,084
20,920
1,624
8,277
766
2,281
393
998
950
873
479
884
439
607
381
54,624
11,593
EIR_MonthlyFlows_Helper5A-C.xls 3/18/2005
Alternative 5B
SANTA YNEZ RIVER ABOVE SALSIPUEDES CREEK CONFLUENCE (acre-feet/month)
Water
Year
1918
1919
1920
1921
1922
1923
1924
1925
1926
1927
1928
1929
1930
1931
1932
1933
1934
1935
1936
1937
1938
1939
1940
1941
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG
MEDIAN
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
SUM
0
0
0
0
70
0
1,897
0
0
2,139
0
1,852
0
0
0
0
0
0
0
0
0
0
0
0
160
0
0
0
0
1,922
1,578
0
0
0
0
21
0
9
0
0
0
0
0
0
0
0
0
0
0
1,909
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
563
0
0
0
0
0
0
0
0
1
0
0
0
4
0
0
0
0
0
1,270
0
0
0
0
0
0
0
0
0
0
0
0
0
0
194
0
0
166
0
176
0
0
0
0
0
0
0
0
0
0
0
0
10
0
0
0
0
0
907
1,940
0
0
17
112
0
0
0
0
0
0
0
0
0
0
0
0
94
0
0
0
0
0
0
0
0
0
0
0
0
0
8,784
1,572
0
0
0
584
0
0
0
0
3,768
0
0
0
0
0
0
47
0
1,565
4,811
0
92
41
1,158
233
0
0
0
0
0
1,813
0
0
6,741
0
0
0
0
0
0
0
0
0
1,935
3,566
0
0
20
744
1,394
0
0
1,260
0
0
0
11
0
0
0
4,011
14,397
70
0
0
0
0
0
0
0
0
0
358
0
55
5,965
969
0
0
0
796
237
0
0
0
1,145
2,595
2,319
2,894
0
705
372
1,238
81
9,060
2,781
60,529
509
131
130
35
0
0
0
0
26,393
3,854
589
0
8,909
0
69
115
0
0
0
0
0
0
4,361
12,002
14
182,825
523
450
210
6,852
6,613
117
0
0
5,248
2,280
1,732
140
0
32,757
6,294
10
0
0
0
0
0
0
79
42,101
77,294
897
606
403
17,702
1,341
0
0
1,660
29,309
1,882
176
0
0
10,425
686
657
932
8,783
24,499
53,403
1,930
1,179
88,843
1,349
37,287
28,962
6,670
412
183
0
0
189
0
1,005
761
1,120
0
1,721
7
11,628
4,822
1,259
0
46,773
911
0
0
2,482
5,472
237
249,459
801
214
172
26,940
762
7,843
1,777
0
51,203
5,477
100,092
593
33
84,010
2,754
159
10,274
0
0
0
0
0
20,246
145,553
135,579
1,061
2,088
907
9,906
1,017
427
0
303
13,026
1,728
486
1,555
0
6,810
112
246
3,245
1,933
28,033
221,402
3,218
964
258,205
3,030
85,042
44,099
6,112
500
170
0
824
0
0
27,314
475
2,559
0
824
108
22,684
738
0
0
8,394
1,000
0
0
3,354
20,712
2,052
105,364
5,601
138
18
20,818
1,833
18,229
224
0
200,998
26,521
57,413
11,694
2,537
223,674
1,334
186
10,565
1,609
2,249
0
0
8,992
8,210
86,807
24,007
26
1,249
84
10,584
477
45
515
11,002
6,714
213
371
1
0
2,496
69
0
5,943
1,093
21,667
21,363
831
487
147,333
8,162
13,742
6,859
4,243
2,175
70
0
0
0
0
12,221
213
1,056
0
1,151
13
71,961
159
109
0
2,909
450
0
1,263
1,579
55,715
418
22,324
218
75
27
10,728
1,005
7,081
140
0
50,149
15,842
9,688
1,515
4,316
69,591
2,024
101
2,728
23
281
0
0
2,392
4,488
38,779
7,780
48
234
42
2,302
211
2
0
1,786
1,728
80
48
0
0
1,291
0
0
1,742
97
2,215
2,237
222
82
23,837
1,407
2,096
2,388
1,531
1,254
2,296
0
0
47
0
2,063
15
0
56
841
0
14,253
47
0
0
1,115
134
0
0
1,041
25,194
10
8,329
45
5
2,326
1,845
1,275
2,363
16
0
10,997
2,359
2,615
454
489
39,092
1,058
2
1,258
0
0
0
0
894
1,861
9,324
2,263
0
0
0
1,135
68
0
0
845
1,022
3
2,074
0
0
773
2,054
2,069
871
0
1,266
1,570
21
0
4,163
498
1,344
1,310
895
810
2,470
0
0
0
0
760
0
0
0
0
2,095
2,357
30
0
0
622
3
0
244
838
1,239
2,163
2,156
2
2,126
2,504
975
815
945
2,120
0
2,169
1,103
1,324
149
0
8,684
860
2,102
1,007
0
2,053
0
0
168
1,162
2,201
493
2,046
2,055
0
384
0
0
0
244
359
2,083
2,052
0
0
201
2,177
1,455
215
0
398
668
2,025
2,042
1,302
50
503
380
270
2,049
2,225
0
0
0
0
321
2,121
2,110
3
0
0
407
2,078
0
0
166
0
0
243
205
319
0
410
2,027
2,312
0
303
227
308
2,275
63
772
296
351
0
2,086
1,379
276
2,280
268
0
1,489
40
0
1
265
603
225
0
0
1,934
188
2,031
0
118
60
155
2,086
0
0
0
66
1,543
45
2,063
19
174
245
2,137
2,027
744
0
246
210
120
2,171
1,936
0
0
0
0
237
2,053
1,768
233
0
171
202
2,068
11
0
45
0
0
0
2,076
2,282
0
280
2,154
2,019
0
175
97
180
1,972
0
446
143
181
0
2,139
896
137
0
127
0
0
0
0
68
2,092
423
159
6
79
1,166
103
2,049
10
0
0
65
1,899
54
0
0
0
0
81
1,659
0
83
157
1,943
0
471
0
162
90
40
1,972
1,774
0
0
0
0
0
1,365
163
0
0
0
127
2
0
0
0
0
0
0
2,023
1,950
17
208
0
0
40
88
0
91
11
0
158
54
93
18
1,948
494
51
5
49
0
0
0
0
0
2,100
156
247,800
4,444
6,310
4,595
57,123
9,736
2,381
633
15,901
57,166
10,211
7,114
1,556
0
26,975
9,236
6,873
19,564
11,925
79,041
301,416
13,612
6,862
535,522
22,442
200,951
84,899
20,219
12,631
13,491
1,578
824
236
0
70,315
12,692
9,365
301
20,186
2,395
123,689
10,061
1,390
0
60,024
2,498
0
1,750
20,800
132,301
4,911
571,354
11,408
8,195
6,690
68,723
12,629
38,417
8,536
63
322,141
54,086
173,488
14,563
13,548
464,587
29,842
4,914
26,275
1,632
6,073
40
0
12,514
40,503
325,947
159
0
64
0
771
0
5,756
116
15,582
968
22,595
1,780
9,007
1,031
2,479
228
954
792
680
286
595
149
332
18
58,975
12,220
EIR_MonthlyFlows_Helper5A-C.xls 3/18/2005
Alternative 5B
SANTA YNEZ RIVER AT LOMPOC NARROWS (acre-feet/month)
Water
Year
1918
1919
1920
1921
1922
1923
1924
1925
1926
1927
1928
1929
1930
1931
1932
1933
1934
1935
1936
1937
1938
1939
1940
1941
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG
MEDIAN
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
SUM
0
68
23
0
23
0
1,849
0
0
1,964
0
1,796
0
0
0
0
0
0
0
0
0
0
0
0
438
66
74
21
0
1,867
1,515
0
0
0
0
55
0
0
0
0
1
68
0
0
1
0
0
0
1
1,858
0
0
74
0
0
0
18
2
66
0
0
147
18
21
0
0
844
0
0
7
0
0
0
0
0
0
0
67
47
0
0
0
0
0
0
1,908
49
0
0
0
0
0
0
0
0
0
0
0
0
0
472
157
73
321
0
331
0
0
0
0
0
212
0
0
0
0
0
66
0
47
0
2
0
0
3,540
1,888
20
0
93
54
0
101
16
11
65
3
0
163
16
19
5
62
372
10
1
16
0
0
0
0
0
0
0
73
55
0
12,076
2,549
66
0
10
960
56
61
0
0
5,392
0
0
0
0
0
55
199
0
2,288
8,215
165
359
209
1,239
413
0
0
0
0
0
3,670
0
0
12,858
1
0
68
3
85
114
36
1
0
4,318
4,031
69
0
190
1,032
1,528
1
62
2,725
68
5
0
182
73
65
43
4,342
15,773
389
35
61
18
0
0
0
2
138
54
414
59
158
7,500
1,178
71
0
20
1,084
276
74
0
0
1,568
3,267
3,071
3,669
48
984
400
1,477
208
11,640
4,461
63,415
884
305
199
118
0
0
0
0
32,930
4,904
649
275
16,085
44
309
280
49
2
436
54
3
337
6,691
15,926
87
190,943
696
609
268
10,934
9,255
293
72
43
9,539
3,353
2,369
396
137
41,368
6,822
89
110
157
114
0
0
0
10
45,488
83,154
1,087
842
634
22,255
1,633
74
0
2,476
35,421
2,575
258
21
62
16,635
1,050
1,085
1,315
11,067
29,702
58,126
2,325
1,571
108,116
2,260
39,245
33,115
7,526
497
368
0
0
555
0
1,267
959
1,382
147
2,831
342
16,916
6,177
1,747
3
65,393
2,660
4
23
3,862
5,934
305
257,779
987
399
240
33,715
1,068
11,276
2,315
51
66,397
7,618
108,757
862
93
93,640
3,076
328
15,034
72
51
3
0
0
24,758
153,103
144,219
1,249
3,030
1,292
11,823
1,106
692
10
670
14,451
2,146
679
1,922
20
7,786
203
434
4,266
2,455
32,627
235,308
3,801
1,367
277,073
4,857
88,983
46,628
6,722
1,296
283
0
1,916
2
0
36,012
588
3,938
68
1,334
268
29,651
1,036
84
8
12,134
2,609
6
83
3,871
21,130
2,208
108,154
6,348
223
8
23,587
2,744
24,993
422
70
213,004
29,191
61,596
15,362
2,688
233,629
1,551
371
16,102
2,340
2,230
2
0
12,810
9,365
90,065
25,699
19
1,662
166
11,440
618
132
730
15,662
7,357
305
563
77
37
2,923
163
85
7,584
1,538
22,957
22,657
1,134
705
156,986
9,290
14,704
7,500
4,473
2,482
159
0
0
0
0
12,515
363
1,257
85
1,895
95
80,416
360
411
0
3,529
1,319
7
2,716
1,745
56,630
513
24,160
311
170
17
11,581
1,408
8,015
340
0
54,199
16,826
10,436
2,026
4,957
74,810
2,225
182
3,149
109
373
1
0
2,252
4,672
39,960
8,326
133
323
122
2,522
304
84
49
2,198
1,934
167
131
69
0
1,486
83
32
1,946
193
2,434
2,338
317
169
25,527
1,919
2,512
2,810
1,636
1,343
2,253
0
0
0
0
2,096
51
0
120
1,142
73
15,138
135
77
0
1,408
513
0
80
1,225
25,656
4
8,965
38
1
2,247
2,147
1,467
2,780
101
55
11,955
2,777
3,032
654
583
41,016
1,152
0
1,556
35
80
0
0
710
2,038
9,863
2,672
0
84
27
1,227
156
79
49
930
1,107
86
2,010
0
0
851
1,987
1,996
952
37
1,361
1,673
110
33
4,878
793
1,543
1,509
881
887
2,445
0
0
0
0
753
31
76
1
87
1,985
2,770
114
0
0
712
182
0
223
913
1,431
2,098
2,562
0
2,052
2,474
1,158
894
1,228
2,064
0
2,574
1,389
1,614
240
37
9,541
892
2,030
1,097
0
1,983
0
0
0
1,236
2,506
670
1,946
1,974
64
462
79
0
0
317
431
2,003
2,016
0
0
219
2,140
1,419
234
0
475
751
1,962
1,959
1,800
231
684
460
247
1,993
2,185
0
0
0
0
321
2,023
2,001
0
79
1
583
1,995
0
0
237
71
0
176
220
298
0
571
1,939
2,272
0
376
246
397
2,240
2
1,052
383
507
31
2,019
1,879
253
2,241
246
0
1,454
0
0
0
330
782
289
0
0
1,795
159
1,933
0
17
35
122
2,042
0
0
0
38
1,493
7
1,973
0
144
312
2,095
1,980
1,124
167
315
277
90
2,131
1,880
0
0
0
0
253
2,002
1,717
93
0
87
280
2,022
0
0
21
0
0
1
1,974
2,206
1
348
2,109
1,966
0
186
108
244
1,919
0
610
154
194
13
2,099
1,179
104
0
97
0
0
0
0
0
1,997
491
218
0
22
1,122
71
2,007
0
0
0
33
1,844
3
0
0
0
0
18
1,620
0
53
220
1,889
0
744
55
227
63
14
1,921
1,710
0
0
0
0
0
1,309
91
0
1
0
187
0
0
0
0
0
0
0
1,978
1,915
0
271
0
0
0
56
0
103
0
0
234
64
103
0
1,897
669
22
0
22
0
0
0
0
0
2,054
126
265,302
5,057
8,120
5,381
69,557
11,564
3,048
855
22,317
66,772
11,550
7,592
2,089
119
36,900
10,387
8,147
23,559
15,338
90,736
321,840
15,309
7,993
590,176
33,158
212,016
93,753
22,446
13,988
14,012
1,515
1,916
557
0
86,147
16,167
11,112
790
36,311
2,896
146,251
12,321
2,370
144
83,983
7,446
22
3,639
30,338
138,903
5,307
593,753
12,785
8,777
6,783
83,842
17,285
52,066
9,672
230
359,564
62,247
188,715
19,689
14,557
502,135
33,086
5,638
37,449
2,797
6,304
6
0
15,773
46,463
342,522
170
0
134
0
1,137
56
6,694
287
17,850
1,348
24,621
2,285
9,814
1,364
2,689
418
1,044
866
710
319
591
115
328
0
65,781
14,000
EIR_MonthlyFlows_Helper5A-C.xls 3/18/2005
Alternative 5C
SANTA YNEZ RIVER BELOW HILTON CREEK (acre-feet/month)
Water
Year
1918
1919
1920
1921
1922
1923
1924
1925
1926
1927
1928
1929
1930
1931
1932
1933
1934
1935
1936
1937
1938
1939
1940
1941
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG
MEDIAN
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
SUM
476
428
1,460
1,642
2,576
382
3,022
1,411
211
4,466
383
3,017
1,617
223
265
679
204
192
1,196
221
459
417
403
1,525
322
370
391
446
1,296
3,036
2,908
250
260
26
22
944
2,171
1,886
207
228
255
422
1,713
221
262
362
222
258
212
2,994
430
1,482
395
1,529
1,504
1,597
453
361
372
1,042
240
357
854
433
1,544
400
288
1,051
1,115
1,100
357
311
234
434
330
1,001
453
378
515
911
736
390
673
595
222
225
386
401
503
233
264
208
219
209
875
231
876
425
406
191
324
361
384
325
718
342
1,432
253
261
25
22
317
357
802
220
214
303
421
943
215
303
376
227
260
377
2,993
436
715
356
864
812
158
778
656
378
358
245
362
655
428
750
374
337
675
357
361
374
207
241
319
217
3,018
433
365
342
197
615
302
382
200
222
171
378
394
200
237
438
217
226
218
205
235
366
347
403
260
525
361
329
349
239
338
206
252
244
25
29
359
369
194
765
217
218
378
359
215
172
376
227
257
368
306
368
358
352
247
244
199
364
315
377
364
245
349
354
377
353
364
13,090
306
196
365
374
217
243
249
208
366
414
1,273
356
163
395
1,299
378
211
222
169
1,272
380
210
238
250
294
292
308
212
205
1,273
1,314
350
588
413
45,990
288
344
347
374
216
245
250
24
1,561
2,041
676
155
952
205
166
330
350
229
168
363
226
173
431
747
362
127,823
309
301
334
667
546
333
376
366
687
312
276
319
340
13,684
4,824
356
173
352
340
218
243
248
159
20,915
47,567
1,296
273
162
1,048
1,307
372
219
270
1,553
1,385
343
216
219
949
277
193
188
633
1,220
31,689
1,331
239
56,272
400
28,932
17,370
470
328
347
222
244
1,908
23
2,147
279
1,323
177
243
160
833
2,085
1,912
228
2,771
321
225
229
1,336
1,197
342
188,394
297
328
345
1,328
280
2,284
1,946
368
10,410
585
67,612
290
348
57,349
1,679
334
767
368
363
209
243
247
1,036
113,879
127,927
1,294
329
183
2,412
1,283
309
206
166
9,303
1,336
310
220
231
2,728
355
165
327
215
5,978
187,385
1,378
265
193,829
577
66,502
35,994
4,302
274
358
228
1,956
200
23
1,559
317
337
197
177
155
1,234
274
351
226
2,225
303
225
211
2,956
16,729
1,928
78,219
2,186
342
370
15,146
441
2,857
318
367
145,614
21,188
40,857
2,408
1,953
196,392
467
338
2,033
1,949
1,924
218
238
711
2,608
65,394
17,774
351
239
196
7,035
314
369
171
927
4,165
332
326
205
229
1,945
194
220
450
201
16,930
15,924
274
326
120,510
6,339
10,302
4,713
2,625
410
372
232
211
215
22
6,802
327
268
204
213
190
33,425
322
321
227
1,870
238
225
378
2,151
53,310
322
17,924
338
359
372
7,653
463
4,957
335
208
35,264
11,015
6,987
237
340
56,422
2,001
362
1,951
351
318
222
241
1,978
1,845
28,690
5,003
361
352
206
1,187
346
376
220
1,234
1,220
354
372
219
1,518
1,343
216
227
1,268
198
1,173
2,249
345
375
18,361
486
1,171
1,158
1,251
1,459
3,430
238
1,812
3,174
842
1,172
369
370
194
165
203
9,142
356
367
1,754
1,230
327
1,912
199
1,394
20,330
366
5,623
362
376
3,413
1,167
1,404
1,164
361
218
7,427
1,150
1,117
319
313
29,378
1,392
377
1,234
363
353
226
1,361
1,592
1,220
6,343
1,061
374
378
229
1,310
364
384
229
1,490
1,359
364
3,546
229
266
1,458
3,538
3,821
1,489
223
1,237
1,137
367
390
2,956
383
1,190
1,207
1,460
1,518
3,037
772
291
194
24
1,418
377
374
230
210
4,189
1,044
369
377
315
1,449
366
350
3,976
1,431
1,115
3,429
1,051
378
3,428
3,020
1,253
1,501
1,257
3,430
226
1,041
1,170
1,115
354
372
5,102
1,436
3,428
1,387
373
3,465
875
212
1,967
1,312
1,038
839
3,790
3,857
235
934
378
394
1,229
1,029
952
3,805
2,801
1,338
226
1,049
2,994
2,890
1,055
235
924
795
3,560
3,940
555
350
849
936
1,016
3,455
3,028
1,246
218
213
23
945
3,887
4,139
2,091
218
778
776
3,850
396
222
1,012
395
215
2,909
1,031
926
370
812
3,589
3,038
377
969
1,040
929
3,038
2,731
622
923
865
419
3,656
546
993
3,029
1,013
392
205
2,219
478
1,582
969
656
1,086
441
375
4,837
1,113
4,272
1,887
2,801
1,203
1,139
3,038
1,495
1,861
246
1,195
2,993
2,392
4,097
2,478
1,128
1,075
3,037
3,019
722
372
1,081
1,098
1,180
3,038
3,017
222
240
236
22
1,069
3,038
2,779
3,112
1,885
2,943
1,040
3,038
2,739
243
1,174
2,362
237
1,127
4,151
3,646
1,035
1,009
3,037
3,036
1,358
1,118
1,177
1,118
2,539
204
941
1,129
1,122
1,212
3,038
653
1,166
688
1,170
2,015
1,977
695
310
2,426
4,032
973
1,108
2,163
2,717
2,165
1,166
3,037
2,092
553
1,920
1,198
3,026
2,411
205
259
1,925
2,053
2,463
2,646
399
1,177
1,106
3,035
1,986
879
1,071
1,109
1,149
1,226
3,035
3,015
240
254
251
213
1,659
2,398
3,016
514
1,111
800
1,114
2,124
202
256
1,716
204
251
377
2,995
2,683
2,158
1,077
1,085
1,926
2,350
1,152
4,389
1,150
2,384
227
1,071
1,163
1,153
2,269
3,035
893
1,209
2,244
1,215
1,812
2,333
220
296
1,097
3,037
1,121
204,142
12,513
11,193
11,126
20,527
13,674
10,636
8,046
9,116
25,919
16,059
15,796
7,022
4,125
13,809
14,019
13,312
12,446
7,069
30,659
244,334
15,831
12,103
396,648
11,561
158,217
65,016
14,994
16,118
20,693
8,162
6,224
7,408
1,291
18,404
14,655
16,179
9,757
6,366
10,283
49,552
13,969
10,030
4,351
14,353
5,992
4,542
10,353
18,832
106,976
11,545
424,489
12,684
15,774
14,500
32,407
12,837
17,381
15,853
6,679
203,807
39,703
122,970
9,065
16,042
361,556
28,881
13,187
12,612
9,801
12,384
5,837
4,343
12,850
16,973
243,392
892
425
496
368
472
322
3,213
340
8,771
370
16,612
522
6,535
355
2,130
1,134
1,309
1,088
1,452
948
1,739
1,178
1,536
1,187
45,157
13,742
EIR_MonthlyFlows_Helper5A-C.xls 3/18/2005
Alternative 5C
SANTA YNEZ RIVER AT 154 BRIDGE (acre-feet/month)
Water
Year
1918
1919
1920
1921
1922
1923
1924
1925
1926
1927
1928
1929
1930
1931
1932
1933
1934
1935
1936
1937
1938
1939
1940
1941
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG
MEDIAN
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
SUM
300
351
1,329
1,509
2,322
300
2,932
1,285
150
4,318
300
2,914
1,488
150
150
602
150
150
1,020
150
374
342
300
1,376
300
300
320
361
1,112
2,931
2,787
150
150
0
0
874
1,908
1,758
150
174
194
348
1,566
150
150
300
150
150
150
2,910
351
1,358
324
1,357
1,348
1,467
369
300
300
917
150
300
756
356
1,414
300
300
882
985
928
300
260
150
302
263
884
300
308
464
840
670
300
560
533
150
365
300
300
446
150
150
150
150
150
785
150
760
341
300
150
300
300
310
300
635
300
1,178
150
150
0
0
300
300
738
150
150
230
342
871
150
187
300
150
150
734
2,901
349
652
300
804
738
150
674
570
300
300
150
300
569
347
684
300
300
591
300
300
300
150
150
207
150
2,934
300
300
300
150
1,397
463
300
150
150
218
300
300
150
150
847
150
150
150
150
150
300
300
300
418
1,065
300
300
300
300
300
150
150
150
0
0
634
300
150
1,756
150
150
303
300
150
150
300
150
150
716
524
300
300
300
344
349
150
300
518
300
300
150
300
300
301
300
637
13,136
300
150
300
300
150
150
150
150
300
300
1,163
300
150
810
1,223
300
150
150
207
1,153
300
150
150
386
501
503
549
150
272
1,163
1,268
300
1,264
654
47,150
300
300
300
300
150
150
150
0
3,570
2,189
680
169
2,283
150
187
300
300
150
173
300
150
183
865
1,663
300
130,867
300
300
300
1,526
1,124
300
300
300
1,523
500
411
300
300
15,315
4,927
300
150
300
300
150
150
150
150
21,907
49,070
1,252
300
181
2,529
1,275
300
150
449
3,803
1,486
300
150
150
2,214
300
254
244
1,419
2,927
33,063
1,344
305
60,454
485
29,583
18,510
860
300
300
150
150
1,834
0
1,940
300
1,299
150
404
170
1,949
2,302
1,876
150
7,085
531
150
150
1,472
1,472
300
192,612
300
300
300
3,279
300
2,849
1,927
300
13,847
1,001
69,770
300
300
59,574
1,734
300
1,754
300
300
150
150
150
2,461
116,166
129,261
1,249
567
234
2,951
1,217
300
150
186
9,514
1,362
300
326
150
2,951
300
150
604
323
7,373
190,994
1,475
300
199,720
818
68,071
36,709
4,391
336
300
150
1,959
150
0
3,706
300
582
150
227
150
2,951
300
300
150
2,951
480
150
150
2,951
16,766
1,868
79,716
2,395
300
300
15,650
555
4,128
300
300
149,313
21,536
42,109
3,167
1,950
198,967
503
300
2,951
1,935
1,901
150
150
1,583
2,951
66,785
18,256
300
300
150
7,187
300
300
195
2,172
4,313
300
300
150
150
1,968
150
150
932
285
17,199
16,271
300
300
123,221
6,408
10,562
4,860
2,667
481
300
150
150
150
0
6,889
300
300
150
317
150
36,013
300
300
150
1,968
300
150
719
2,089
53,525
300
18,437
306
300
300
7,862
476
5,084
300
150
36,419
11,348
7,154
324
596
57,866
1,968
300
1,968
300
300
150
150
1,983
1,968
29,262
5,158
300
300
150
1,230
300
300
150
1,230
1,230
300
300
150
1,290
1,310
150
150
1,230
150
1,230
2,225
300
300
18,808
552
1,230
1,230
1,230
1,367
3,252
150
1,608
2,911
496
1,230
300
300
150
189
150
9,518
300
300
1,510
1,230
300
1,677
150
1,346
20,705
300
5,809
300
300
3,246
1,230
1,333
1,230
300
150
7,653
1,230
1,230
300
300
30,190
1,333
300
1,230
300
300
150
1,113
1,528
1,230
6,557
1,131
300
300
150
1,261
300
300
150
1,392
1,300
300
3,353
150
205
1,380
3,330
3,593
1,385
150
1,211
1,131
300
300
3,050
378
1,173
1,185
1,375
1,409
2,969
624
236
155
0
1,371
300
300
150
150
3,952
1,131
300
300
252
1,374
300
294
3,649
1,356
1,131
3,252
1,131
300
3,236
2,959
1,222
1,397
1,229
3,260
150
1,131
1,165
1,131
300
300
5,335
1,353
3,235
1,318
300
3,300
734
150
1,807
1,260
1,131
794
3,581
3,646
150
862
300
300
995
935
877
3,611
2,729
1,095
150
956
2,918
2,812
952
150
858
754
3,372
3,715
615
300
800
863
926
3,301
2,938
1,008
150
150
0
888
3,684
3,916
1,806
150
688
749
3,648
300
150
927
300
150
2,782
940
859
300
768
3,380
2,961
300
889
941
859
2,967
2,419
630
857
810
328
3,466
615
906
2,951
922
300
150
1,948
371
1,446
891
650
988
360
300
4,541
1,008
4,040
1,618
2,550
1,082
1,032
2,961
1,281
1,646
150
1,081
2,895
2,130
3,912
2,145
1,024
977
2,958
2,937
717
304
982
997
1,061
2,964
2,908
150
150
150
0
990
2,964
2,703
2,893
1,600
2,699
956
2,960
2,426
150
1,063
2,082
150
1,029
3,975
3,495
850
926
2,958
2,939
1,147
1,014
1,060
1,012
2,449
150
880
1,024
1,015
1,002
2,964
658
1,047
571
1,052
1,743
1,734
607
209
2,253
3,858
900
1,005
1,920
2,449
2,093
1,045
2,961
1,903
486
1,705
1,074
2,930
2,208
150
150
1,715
1,782
2,284
2,579
326
1,058
1,001
2,936
1,745
829
880
1,002
1,036
1,094
2,940
2,896
150
150
150
29
1,480
2,311
2,747
455
957
730
1,010
1,890
150
150
1,524
150
150
321
2,927
2,622
1,960
977
897
1,664
2,142
1,041
4,200
1,037
2,102
150
976
1,050
1,039
2,068
2,941
836
1,078
1,976
1,085
1,638
2,147
150
187
1,014
2,967
1,012
206,862
11,384
10,555
10,299
23,272
12,979
9,413
6,944
9,753
28,249
15,303
14,584
6,052
2,994
15,107
13,227
12,476
12,837
7,053
33,603
249,013
15,237
11,101
410,624
12,443
161,452
66,620
14,867
15,446
19,693
6,798
5,153
6,250
525
22,065
14,455
15,334
8,719
8,333
9,313
55,040
13,292
8,989
3,262
18,782
5,643
3,471
9,583
19,521
108,573
10,429
433,552
12,061
14,805
13,429
35,480
12,728
19,116
14,806
5,586
212,822
40,611
126,294
9,092
15,515
370,592
28,585
12,005
13,866
8,643
11,331
4,749
3,080
12,571
18,298
248,488
792
333
429
300
483
300
3,396
300
9,319
467
17,090
711
6,711
300
2,115
1,172
1,241
1,131
1,349
883
1,607
1,060
1,402
1,066
45,935
13,260
EIR_MonthlyFlows_Helper5A-C.xls 3/18/2005
Alternative 5C
SANTA YNEZ RIVER ABOVE ALISAL BRIDGE (acre-feet/month)
Water
Year
1918
1919
1920
1921
1922
1923
1924
1925
1926
1927
1928
1929
1930
1931
1932
1933
1934
1935
1936
1937
1938
1939
1940
1941
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG
MEDIAN
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
SUM
9
90
750
898
1,341
51
2,575
733
0
3,628
40
2,506
903
0
0
278
0
5
402
0
90
90
19
744
187
52
90
90
459
2,533
2,336
0
0
0
0
529
946
1,123
0
0
2
90
923
0
0
65
0
0
0
2,556
90
787
90
678
702
877
90
80
59
393
0
100
375
90
841
21
291
310
446
334
78
61
0
0
26
457
13
90
258
560
397
49
221
297
0
689
52
30
232
0
0
0
0
0
451
0
376
90
21
19
200
92
90
203
337
177
424
0
0
0
0
169
82
479
0
0
8
90
583
7
0
55
0
0
1,094
2,562
90
406
126
576
448
88
315
273
61
92
0
103
265
90
434
94
176
297
99
89
65
1
0
0
0
2,623
29
119
166
29
3,544
801
93
25
2
325
84
59
25
0
1,584
0
0
0
15
0
122
166
38
795
2,215
118
197
161
527
201
6
0
1
0
0
1,079
88
31
3,563
0
0
90
132
7
19
75
0
0
1,273
1,309
116
135
154
663
709
24
115
834
82
105
0
154
138
90
146
1,680
13,226
235
30
109
85
1
0
0
13
126
61
858
157
127
2,190
1,052
116
23
2
348
799
99
23
0
578
1,096
1,026
1,235
19
380
865
1,172
172
3,388
1,236
52,574
329
198
208
133
7
0
0
0
11,177
2,616
735
166
5,353
11
193
218
174
0
45
122
0
51
1,934
4,419
150
145,366
307
328
242
3,725
2,685
224
106
123
3,193
982
802
235
202
19,930
5,305
171
93
163
179
5
0
0
130
25,781
55,454
1,163
411
255
7,908
1,243
147
22
843
12,584
1,835
214
28
5
7,050
390
415
426
4,134
8,924
38,387
1,450
505
74,182
717
31,769
22,841
2,425
289
201
8
0
1,091
0
1,472
408
1,249
103
806
142
4,849
2,966
1,762
0
19,361
839
0
4
1,781
2,823
232
212,075
381
254
226
10,016
407
4,283
1,858
137
24,199
2,193
78,091
363
210
66,401
1,996
236
4,356
146
153
38
0
0
7,314
124,268
134,126
1,173
1,358
418
5,002
1,108
311
65
219
10,612
1,492
313
691
0
3,862
217
146
1,565
741
12,640
205,686
1,898
437
222,403
1,428
74,508
39,170
5,042
611
196
10
1,481
2
0
9,533
318
1,198
78
394
145
8,378
414
196
0
4,859
774
0
4
3,028
17,532
1,826
86,540
3,386
251
167
17,430
901
7,476
271
157
163,650
22,811
46,299
5,475
2,131
210,927
704
244
5,203
1,884
2,012
23
0
3,522
4,283
72,481
20,051
197
550
96
7,916
312
176
288
6,216
4,908
249
273
71
0
2,088
88
33
2,651
631
18,279
17,601
421
292
133,838
6,806
11,409
5,377
3,001
863
168
8
0
0
0
6,983
283
482
66
643
83
46,198
284
265
0
2,320
408
0
1,281
1,968
54,647
293
20,142
279
207
165
8,605
587
5,581
240
39
40,163
12,535
7,802
629
1,600
63,109
1,990
199
2,136
199
294
16
0
1,968
2,607
31,679
5,775
181
231
70
1,451
221
149
38
1,310
1,309
192
155
37
555
1,230
39
13
1,287
92
1,443
2,184
228
161
20,136
754
1,427
1,494
1,244
1,230
2,829
1
815
1,716
0
1,322
164
157
92
321
55
10,820
200
161
721
1,245
249
875
14
1,230
22,371
160
6,543
180
153
2,866
1,475
1,230
1,484
180
25
8,484
1,502
1,672
298
344
33,451
1,230
149
1,278
163
189
9
312
1,230
1,353
7,440
1,358
126
134
9
1,131
158
106
12
1,131
1,131
149
2,807
5
10
1,131
2,776
2,948
1,131
20
1,131
1,154
151
96
3,286
358
1,131
1,131
1,131
1,131
2,757
253
30
1
0
1,131
122
139
4
53
3,245
1,402
147
115
36
1,131
152
75
2,293
1,131
1,194
2,779
1,404
129
2,747
2,767
1,131
1,131
1,131
2,797
4
1,442
1,131
1,202
189
138
6,124
1,131
2,738
1,131
123
2,829
367
0
1,131
1,131
1,491
615
2,919
2,976
3
615
97
55
348
615
615
2,962
2,452
420
0
615
2,631
2,508
615
0
615
615
2,771
2,986
734
152
615
615
615
2,767
2,628
319
0
0
0
615
3,014
3,180
948
25
349
615
2,986
51
0
615
55
0
1,963
615
615
91
615
2,747
2,689
77
615
615
615
2,705
1,451
615
615
615
90
2,860
762
615
2,679
615
61
6
1,088
15
809
615
615
615
90
52
3,456
615
3,179
728
1,545
615
615
2,638
532
812
0
615
2,503
1,145
3,166
1,054
615
615
2,639
2,592
615
90
615
615
615
2,656
2,500
0
0
0
0
615
2,637
2,368
1,912
688
1,677
615
2,630
1,324
0
615
1,082
0
489
3,227
2,902
243
615
2,638
2,564
424
615
615
615
2,100
0
615
615
615
325
2,656
615
615
192
615
840
856
241
0
1,398
3,140
615
595
1,001
1,399
1,769
595
2,633
1,088
182
868
595
2,533
1,320
0
0
872
805
1,428
2,279
49
595
595
2,546
853
595
239
595
595
595
2,558
2,438
0
0
0
0
705
1,940
1,649
174
331
375
595
993
0
0
748
0
0
63
2,611
2,352
1,098
595
272
757
1,246
595
3,385
595
1,085
0
595
595
595
1,193
2,558
595
595
1,000
595
892
1,312
0
0
595
2,655
595
218,701
8,006
8,443
7,690
32,704
10,906
5,764
3,578
11,820
37,360
13,025
10,759
3,247
571
19,625
10,824
9,664
14,359
7,608
44,622
268,289
13,622
8,174
460,735
14,381
174,905
72,544
15,319
13,635
16,762
3,371
2,327
2,811
0
33,552
13,279
12,273
5,175
12,177
6,083
73,675
11,108
5,685
772
30,958
3,877
950
6,161
19,892
115,282
7,167
475,222
10,689
11,865
10,041
45,197
12,075
23,190
11,544
2,526
242,956
43,337
138,468
9,066
14,119
403,709
27,874
8,450
16,597
5,003
8,061
1,850
327
10,653
23,267
268,172
453
90
228
90
501
90
4,054
205
11,259
823
18,893
1,278
7,419
516
2,150
638
1,062
1,131
1,014
615
1,122
615
905
595
49,059
11,843
EIR_MonthlyFlows_Helper5A-C.xls 3/18/2005
Alternative 5C
SANTA YNEZ RIVER NEAR BUELLTON (acre-feet/month)
Water
Year
1918
1919
1920
1921
1922
1923
1924
1925
1926
1927
1928
1929
1930
1931
1932
1933
1934
1935
1936
1937
1938
1939
1940
1941
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG
MEDIAN
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
SUM
0
4
354
433
744
0
2,338
339
0
3,062
0
2,252
442
0
0
76
0
0
96
0
0
6
0
330
214
0
15
1
150
2,297
2,076
0
0
0
0
316
418
564
0
0
0
1
451
0
0
0
0
0
0
2,296
6
374
13
297
306
434
0
0
0
81
0
25
170
1
414
0
471
62
133
73
0
0
0
0
0
215
0
8
89
300
167
0
62
112
0
1,116
0
0
59
0
0
0
0
0
215
0
178
6
0
0
239
11
14
261
146
236
102
0
0
0
0
111
0
217
0
0
0
0
317
0
0
0
0
0
1,651
2,309
2
194
100
415
222
51
129
89
0
0
0
32
94
0
216
60
168
119
0
0
0
0
0
0
0
2,395
0
56
74
0
6,531
1,411
11
0
0
504
10
0
0
0
3,121
0
0
0
0
0
53
159
0
1,380
3,894
35
208
138
949
261
0
0
0
0
0
1,789
0
0
6,248
0
0
2
13
0
0
0
0
0
2,088
2,478
55
20
113
884
1,187
0
35
1,353
0
0
0
118
38
4
30
3,002
13,912
243
0
10
0
0
0
0
0
36
4
680
54
146
4,067
1,055
31
0
0
582
589
21
0
0
1,195
2,063
1,945
2,295
0
745
678
1,285
189
6,370
2,104
57,415
484
195
193
88
0
0
0
0
18,904
3,361
807
109
8,383
0
258
232
60
0
1
9
0
17
3,441
8,334
102
162,873
447
433
251
6,106
4,992
208
13
11
5,304
1,789
1,433
273
122
26,717
5,709
109
90
78
131
0
0
0
202
31,467
64,586
1,110
612
405
13,212
1,307
56
0
1,573
21,383
2,105
244
0
0
10,080
605
653
739
6,956
16,925
45,736
1,718
938
84,752
1,057
34,291
26,675
4,499
360
206
0
0
951
0
1,825
573
1,286
75
1,330
177
8,935
4,085
1,683
0
34,340
1,281
0
0
2,267
4,110
264
230,220
589
253
206
18,590
598
6,396
1,986
25
38,514
3,930
89,084
548
154
75,243
2,276
235
7,961
45
71
13
0
0
14,033
134,304
135,789
1,136
1,994
722
7,375
1,027
418
50
363
11,253
1,672
449
1,268
0
5,304
205
223
2,566
1,325
18,629
215,274
2,523
744
242,011
2,273
80,017
41,614
5,572
678
176
0
1,577
0
0
18,874
369
2,037
40
608
217
15,692
585
86
0
7,516
1,182
0
0
3,181
17,990
1,957
94,922
4,520
200
76
19,095
1,407
12,066
276
49
181,441
24,706
51,465
8,803
2,416
218,221
933
235
8,352
1,926
2,344
0
0
6,777
6,168
79,045
21,923
95
917
90
8,867
359
108
510
9,668
5,645
219
346
40
0
2,275
78
0
4,448
910
19,697
19,247
596
391
141,863
7,412
12,406
5,982
3,476
1,452
102
0
0
0
0
8,145
245
753
22
949
84
57,841
237
224
0
2,806
568
0
2,033
1,747
55,035
341
21,411
234
132
77
9,494
778
6,227
202
0
44,827
13,965
8,573
1,047
2,919
67,007
1,944
144
2,379
109
339
0
0
2,468
3,409
34,731
6,600
100
222
52
1,762
186
62
7
1,544
1,433
120
97
0
200
1,216
1
0
1,454
75
1,716
2,118
194
108
21,845
1,036
1,694
1,856
1,310
1,194
2,534
0
415
1,039
0
1,669
66
53
100
542
45
12,291
115
60
278
1,262
240
380
0
1,100
23,668
66
7,355
88
58
2,581
1,635
1,211
1,840
91
0
9,557
1,853
2,097
351
406
36,368
1,088
57
1,268
65
101
0
36
1,170
1,532
8,297
1,751
38
49
0
1,075
94
24
0
979
1,027
65
2,478
0
0
937
2,449
2,562
970
0
1,133
1,287
69
16
3,683
411
1,185
1,171
968
948
2,607
96
0
0
0
978
31
53
0
8
2,801
1,803
80
24
0
923
86
0
1,489
959
1,200
2,479
1,759
44
2,441
2,630
1,038
947
1,038
2,491
0
1,781
1,115
1,264
157
48
7,270
952
2,439
1,032
33
2,507
181
0
704
1,097
1,841
563
2,571
2,606
0
490
24
0
94
445
485
2,600
2,266
130
0
417
2,443
2,294
421
0
500
629
2,447
2,596
1,025
105
561
493
446
2,448
2,457
58
0
0
0
500
2,634
2,733
489
8
150
532
2,614
0
0
424
0
0
1,257
418
465
10
528
2,432
2,528
5
455
430
469
2,532
916
711
472
503
10
2,540
1,076
446
2,514
444
0
0
634
0
401
450
640
457
0
0
2,872
426
2,732
342
971
355
416
2,421
184
354
0
359
2,258
604
2,713
557
419
459
2,441
2,369
723
35
457
446
400
2,464
2,278
0
0
0
0
470
2,403
2,123
1,208
286
1,024
446
2,411
753
0
358
541
0
97
2,758
2,667
44
481
2,447
2,350
127
425
384
425
1,891
0
572
418
430
71
2,454
786
409
47
400
433
423
49
0
806
2,703
555
430
534
813
1,529
379
2,405
604
17
411
360
2,288
755
0
0
417
325
804
2,058
0
366
420
2,315
403
581
32
419
378
346
2,332
2,183
0
0
0
0
309
1,690
965
5
37
111
394
500
0
0
317
0
0
0
2,373
2,204
616
440
38
343
717
374
2,877
372
577
0
427
361
383
680
2,325
582
354
537
349
449
762
0
0
276
2,428
416
232,103
6,331
7,784
6,548
45,092
10,601
4,057
2,101
15,338
47,267
12,090
9,092
2,292
200
25,320
10,503
9,086
17,666
10,133
60,131
286,080
13,759
7,754
504,563
18,813
188,490
79,334
17,611
13,316
15,425
2,332
1,992
1,990
0
51,674
13,587
11,226
2,829
18,400
4,609
98,194
10,862
3,671
278
47,947
3,905
380
4,892
21,982
122,758
5,942
520,577
11,066
10,335
8,386
57,696
13,789
30,482
10,058
1,082
283,133
48,785
155,533
11,947
14,044
436,331
28,662
6,740
22,408
3,223
6,677
878
36
12,604
32,021
293,942
294
3
161
1
690
3
4,964
205
13,569
1,084
20,790
1,625
8,192
766
2,279
393
997
950
855
471
884
439
651
399
54,326
12,018
EIR_MonthlyFlows_Helper5A-C.xls 3/18/2005
Alternative 5C
SANTA YNEZ RIVER ABOVE SALSIPUEDES CREEK CONFLUENCE (acre-feet/month)
Water
Year
1918
1919
1920
1921
1922
1923
1924
1925
1926
1927
1928
1929
1930
1931
1932
1933
1934
1935
1936
1937
1938
1939
1940
1941
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG
MEDIAN
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
SUM
0
0
0
0
70
0
1,969
0
0
2,138
0
1,852
0
0
0
0
0
0
0
0
0
0
0
0
160
0
0
0
0
1,922
1,665
0
0
0
0
38
0
9
0
0
0
0
0
0
0
0
0
0
0
1,909
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
563
0
0
0
0
0
0
0
0
0
0
0
0
4
0
0
0
0
0
1,269
0
0
0
0
0
0
0
0
0
0
0
0
0
0
194
0
0
166
0
176
0
0
0
0
0
0
0
0
0
0
0
0
10
0
0
0
0
0
907
1,940
0
0
17
112
0
0
0
0
0
0
0
0
0
0
0
0
94
0
0
0
0
0
0
0
0
2,049
0
0
0
0
8,785
1,572
0
0
0
584
0
0
0
0
3,768
0
0
0
0
0
0
47
0
1,570
4,811
0
92
41
1,158
233
0
0
0
0
0
1,825
0
0
6,741
0
0
0
0
0
0
0
0
0
1,935
3,566
0
0
20
744
1,394
0
0
1,314
0
0
0
11
0
0
0
4,011
14,349
70
0
0
0
0
0
0
0
0
0
358
0
55
5,965
969
0
0
0
796
237
0
0
0
1,145
2,591
2,334
2,891
0
705
372
1,238
81
9,061
2,781
60,426
509
131
131
35
0
0
0
0
26,393
3,866
588
0
8,909
0
69
115
0
0
0
0
0
0
4,361
12,002
14
182,564
523
450
210
6,846
6,613
133
0
0
5,251
2,280
1,732
140
0
32,398
6,288
10
0
0
0
0
0
0
80
37,236
73,601
897
606
403
17,702
1,341
0
0
1,671
29,283
1,882
176
0
0
10,418
685
664
930
8,786
24,500
53,269
1,930
1,179
88,506
1,349
37,296
28,862
6,670
412
183
0
0
189
0
1,005
764
1,119
0
1,721
7
11,628
4,821
1,259
0
46,785
917
0
0
2,482
5,472
237
249,494
801
214
172
26,936
762
7,887
1,775
0
51,284
5,405
99,976
593
33
84,005
2,746
159
10,316
0
0
0
0
0
20,248
145,478
135,576
1,061
2,088
907
9,892
1,017
427
0
307
11,687
1,727
486
1,555
0
6,810
181
250
3,244
1,934
24,394
221,427
3,218
964
258,234
2,962
85,044
44,090
5,991
500
170
0
824
0
0
27,262
477
2,557
0
824
108
22,684
738
0
0
8,405
1,004
0
0
3,354
18,648
2,052
105,357
5,601
138
18
20,317
1,833
15,853
224
0
201,008
26,521
57,412
11,694
2,537
223,717
1,334
186
10,584
1,608
2,388
0
0
8,990
8,210
86,855
23,988
26
1,249
84
10,169
476
45
528
11,017
6,688
213
371
1
0
2,495
72
0
5,942
1,093
21,559
21,350
831
487
147,337
8,147
13,729
6,848
4,225
2,175
70
0
0
0
0
8,874
214
1,056
0
1,151
13
69,721
159
109
0
2,924
452
0
1,265
1,579
55,682
418
22,316
218
75
27
10,708
1,005
7,035
139
0
50,148
15,825
9,675
1,515
4,316
69,588
2,024
101
2,736
23
319
0
0
2,413
4,488
38,734
7,758
48
234
42
2,300
211
2
0
1,790
1,725
79
48
0
0
1,291
0
0
1,741
97
2,210
2,217
222
82
23,817
1,406
2,096
2,388
1,530
1,254
2,296
0
0
47
0
1,975
16
0
56
841
0
14,220
47
0
0
1,122
135
0
0
1,041
25,181
10
8,310
45
5
2,326
1,844
1,275
2,358
16
0
10,975
2,359
2,615
454
489
39,076
1,058
2
1,262
0
7
0
0
902
1,861
9,304
2,262
0
0
0
1,135
68
0
0
847
1,021
3
2,074
0
0
773
2,056
2,068
871
0
1,264
1,570
21
0
4,141
498
1,344
1,310
895
810
2,470
0
0
0
0
739
0
0
0
0
2,095
2,355
30
0
0
625
4
0
245
838
1,238
2,163
2,156
2
2,126
2,504
975
815
945
2,120
0
2,169
1,103
1,324
149
0
8,662
860
2,102
1,009
0
2,050
0
0
173
1,162
2,201
493
2,047
2,055
0
384
0
0
0
245
358
2,083
2,005
0
0
201
2,183
1,992
215
0
396
668
2,025
2,042
1,302
50
503
380
270
2,049
2,225
0
0
0
0
306
2,122
2,110
3
0
0
407
2,079
0
0
168
0
0
242
205
319
0
410
2,027
2,312
0
303
227
308
2,275
74
772
296
350
0
2,086
1,379
276
2,280
268
0
0
28
0
0
265
602
225
0
0
1,934
188
2,031
0
116
60
154
2,086
0
0
0
66
1,879
32
2,063
18
173
245
2,137
2,027
744
0
246
210
120
2,171
1,936
0
0
0
0
225
2,053
1,758
233
0
171
202
2,068
28
0
46
0
0
0
2,076
2,284
0
280
2,154
2,019
0
175
97
180
1,554
0
446
143
181
0
2,139
895
137
0
128
0
0
0
0
70
2,092
423
159
6
79
1,160
103
2,049
9
0
0
64
1,899
54
0
0
0
0
73
1,732
0
82
157
1,943
0
471
0
162
90
40
1,972
1,778
0
0
0
0
0
1,310
164
0
0
0
127
3
0
0
0
0
0
0
2,023
1,959
17
208
0
0
38
87
2,066
91
19
0
158
54
93
18
1,948
494
51
5
49
0
48
0
0
0
2,100
156
244,061
4,443
6,310
4,588
56,692
9,735
2,453
644
15,937
55,767
10,209
7,067
1,556
0
26,967
9,647
7,413
19,629
11,929
75,282
301,276
13,612
6,862
535,184
22,357
200,844
84,779
20,077
12,631
13,495
1,665
824
237
0
66,780
12,685
9,351
301
20,186
2,395
121,412
10,059
1,406
0
60,076
2,511
0
1,752
20,801
130,200
4,911
571,094
11,408
8,195
6,688
68,191
14,694
36,105
8,122
74
322,211
53,997
173,359
14,563
13,548
464,226
29,780
4,914
26,351
1,631
4,812
28
0
12,548
40,505
323,037
162
0
91
0
772
0
5,683
123
15,525
967
22,467
1,780
8,924
1,031
2,475
228
953
792
667
273
594
149
360
39
58,672
12,238
EIR_MonthlyFlows_Helper5A-C.xls 3/18/2005
Alternative 5C
SANTA YNEZ RIVER AT LOMPOC NARROWS (acre-feet/month)
Water
Year
1918
1919
1920
1921
1922
1923
1924
1925
1926
1927
1928
1929
1930
1931
1932
1933
1934
1935
1936
1937
1938
1939
1940
1941
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG
MEDIAN
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
SUM
0
68
23
0
23
0
1,921
0
0
1,963
0
1,796
0
0
0
0
0
0
0
0
0
0
0
0
438
66
74
21
0
1,867
1,601
0
0
0
0
67
0
0
0
0
1
68
0
0
1
0
0
0
1
1,858
0
0
74
0
0
0
18
24
66
0
0
147
18
21
0
0
844
0
0
7
0
0
0
0
0
0
0
67
47
0
0
0
0
0
0
1,908
49
0
0
0
0
0
0
0
0
0
0
0
0
0
472
157
73
321
0
331
0
0
0
0
0
213
0
0
0
0
0
66
0
51
0
2
0
0
3,540
1,888
20
0
93
54
0
101
16
22
65
4
0
163
16
19
5
62
372
10
1
16
0
0
0
0
0
1,982
0
73
55
0
12,076
2,549
67
0
10
960
56
61
0
0
5,392
0
0
0
0
0
55
199
0
2,293
8,215
165
359
209
1,239
413
0
0
0
0
0
3,684
0
0
12,858
1
0
68
3
88
116
36
1
0
4,318
4,031
69
0
190
1,032
1,528
1
62
2,835
68
5
0
182
73
65
43
4,342
15,724
389
35
61
18
0
0
0
2
155
54
414
59
158
7,500
1,178
71
0
20
1,084
275
74
0
0
1,569
3,262
3,086
3,665
48
983
401
1,477
208
11,641
4,461
63,311
884
305
199
118
0
0
0
0
32,930
4,916
648
275
16,085
44
309
280
49
2
438
54
3
337
6,691
15,926
87
190,682
696
609
268
10,928
9,254
316
72
44
9,542
3,353
2,369
396
137
41,009
6,817
89
110
157
114
0
0
0
10
40,673
79,462
1,086
842
634
22,255
1,633
74
0
2,486
35,394
2,574
257
21
62
16,628
1,049
1,093
1,310
11,071
29,702
57,992
2,325
1,571
107,780
2,260
39,253
33,014
7,526
497
368
0
0
555
0
1,267
962
1,381
147
2,831
342
16,916
6,176
1,747
4
65,405
2,665
4
24
3,862
5,934
305
257,814
987
399
240
33,710
1,068
11,339
2,313
51
66,477
7,546
108,642
862
93
93,636
3,068
328
15,075
72
51
3
0
0
24,760
153,028
144,216
1,248
3,030
1,292
11,808
1,106
692
10
674
13,112
2,146
679
1,922
20
7,786
269
438
4,262
2,456
28,987
235,333
3,801
1,367
277,103
4,789
88,984
46,619
6,600
1,296
283
0
1,917
2
0
35,959
590
3,937
68
1,334
268
29,651
1,036
84
9
12,148
2,613
6
83
3,871
19,067
2,208
108,147
6,348
223
8
23,086
2,744
22,619
422
71
213,021
29,192
61,595
15,362
2,688
233,672
1,551
371
16,121
2,340
2,366
2
0
12,808
9,365
90,113
25,679
19
1,662
166
11,026
618
132
742
15,677
7,331
305
563
77
37
2,923
168
85
7,583
1,538
22,849
22,645
1,134
705
156,990
9,274
14,691
7,489
4,455
2,482
159
0
0
0
0
9,168
364
1,257
85
1,895
95
78,176
360
411
0
3,544
1,322
7
2,718
1,745
56,596
513
24,152
311
170
17
11,561
1,408
7,969
340
0
54,197
16,810
10,423
2,026
4,957
74,807
2,225
182
3,157
109
411
1
0
2,274
4,679
39,915
8,304
133
323
122
2,520
304
84
49
2,201
1,931
167
131
69
0
1,486
84
32
1,946
194
2,429
2,318
317
169
25,507
1,918
2,512
2,810
1,635
1,343
2,253
0
0
0
0
2,008
51
0
120
1,142
73
15,104
135
77
0
1,415
515
0
80
1,225
25,643
4
8,947
38
1
2,247
2,147
1,467
2,775
101
55
11,933
2,776
3,032
654
583
41,000
1,152
0
1,560
35
87
0
0
719
2,039
9,843
2,671
0
84
27
1,227
156
79
49
931
1,106
86
2,010
0
0
851
1,990
1,996
952
37
1,358
1,673
110
33
4,856
792
1,543
1,509
881
887
2,445
0
0
0
0
735
31
76
1
87
1,985
2,768
114
0
0
715
182
0
224
913
1,430
2,098
2,562
0
2,052
2,474
1,158
894
1,228
2,064
0
2,574
1,389
1,614
240
37
9,519
892
2,030
1,098
0
1,981
0
0
0
1,236
2,505
670
1,946
1,974
64
462
79
0
0
318
431
2,003
1,970
0
0
219
2,146
1,953
234
0
473
751
1,962
1,959
1,800
231
684
460
247
1,993
2,185
0
0
0
0
307
2,024
2,001
0
79
1
582
1,995
0
0
239
71
0
175
220
298
0
571
1,939
2,272
0
376
246
397
2,240
6
1,053
383
507
31
2,019
1,879
253
2,241
247
0
0
0
0
0
331
782
289
0
0
1,795
158
1,933
0
16
35
122
2,042
0
0
0
38
1,826
1
1,973
0
142
312
2,095
1,980
1,124
167
315
277
90
2,131
1,880
0
0
0
0
242
2,003
1,707
93
0
87
280
2,022
0
0
22
0
0
1
1,974
2,207
1
348
2,109
1,966
0
185
108
244
1,505
0
610
154
194
13
2,099
1,179
104
0
98
0
0
0
0
0
1,997
491
218
0
22
1,116
71
2,007
0
0
0
33
1,844
3
0
0
0
0
13
1,692
0
52
220
1,889
0
744
55
227
63
14
1,921
1,714
0
0
0
0
0
1,254
92
0
1
0
187
0
0
0
0
0
0
0
1,978
1,924
0
271
0
0
0
56
1,950
102
0
0
235
64
103
0
1,897
669
22
0
22
0
0
0
0
0
2,054
125
261,563
5,056
8,120
5,374
69,126
11,563
3,120
866
22,353
65,374
11,547
7,545
2,089
119
36,892
10,793
8,697
23,617
15,343
86,978
321,699
15,309
7,993
589,837
33,073
211,910
93,633
22,305
13,989
14,016
1,601
1,917
557
0
82,616
16,158
11,097
790
36,311
2,896
143,974
12,320
2,370
153
84,042
7,461
22
3,641
30,339
136,802
5,307
593,494
12,785
8,777
6,783
83,309
19,234
49,871
9,255
236
359,642
62,158
188,585
19,689
14,557
501,774
33,024
5,638
37,525
2,796
5,028
6
0
15,801
46,473
339,613
172
0
161
0
1,139
56
6,621
293
17,794
1,345
24,492
2,353
9,731
1,365
2,685
419
1,043
866
697
302
589
115
354
2
65,478
14,002
EIR_MonthlyFlows_Helper5A-C.xls 3/18/2005
Appendix B
Monthly Cachuma Project Deliveries
(simulation, 1918-1993)
New Alternatives 5B and 5C
Cachuma Project Deliveries in Acre-feet - Alternative 5B
(SYRHM simulation 1918-1993)
Water
Year
1918
1919
1920
1921
1922
1923
1924
1925
1926
1927
1928
1929
1930
1931
1932
1933
1934
1935
1936
1937
1938
1939
1940
1941
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG
MEDIAN
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
SUM
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,817
1,885
1,885
1,885
1,885
1,730
1,299
1,885
1,885
1,802
1,851
1,780
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,515
1,146
846
1,885
1,885
1,885
1,885
1,789
1,457
1,885
1,885
1,885
1,816
1,885
1,885
1,885
1,671
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,655
1,233
1,537
1,885
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,270
1,317
1,317
1,317
1,317
1,209
907
1,317
1,317
1,259
1,293
1,244
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,059
801
591
1,317
1,317
1,317
1,317
1,250
1,018
1,317
1,317
1,317
1,269
1,317
1,317
1,317
1,168
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,156
862
1,074
1,317
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,226
1,272
1,272
1,272
1,272
1,167
876
1,272
1,272
1,216
1,249
1,201
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,022
773
571
1,272
1,272
1,272
1,272
1,207
983
1,272
1,272
1,272
1,225
1,272
1,272
1,272
1,127
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,116
832
1,037
1,272
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,160
1,204
1,204
1,204
1,204
1,105
829
1,204
1,204
1,151
1,182
1,137
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
967
732
540
1,204
1,204
1,204
1,204
1,142
930
1,204
1,204
1,204
1,160
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,057
787
981
1,204
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,095
1,136
1,136
1,136
1,136
1,042
782
1,136
1,136
1,085
1,115
1,072
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
913
691
1,136
1,136
1,136
1,136
1,136
1,078
878
1,136
1,136
1,136
1,094
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
997
743
926
1,136
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,565
1,624
1,624
1,624
1,624
1,490
1,624
1,624
1,624
1,552
1,594
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,305
987
1,624
1,624
1,624
1,624
1,624
1,541
1,255
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,425
1,062
1,624
1,624
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
1,967
2,041
2,041
2,041
2,041
1,873
2,041
2,041
2,041
1,951
2,004
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
1,640
1,241
2,041
2,041
2,041
2,041
2,041
1,937
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
1,792
1,335
2,041
2,041
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,536
2,631
2,631
2,631
2,631
2,415
1,813
2,631
2,631
2,515
2,584
2,485
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,114
1,600
1,181
2,631
2,631
2,631
2,631
2,497
2,033
2,631
2,631
2,631
2,535
2,631
2,631
2,631
2,332
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,310
1,721
2,145
2,631
2,631
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,856
2,963
2,963
2,963
2,963
2,719
2,041
2,963
2,963
2,832
2,909
2,798
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,381
1,802
1,330
2,963
2,963
2,963
2,963
2,811
2,290
2,963
2,963
2,963
2,854
2,963
2,963
2,963
2,627
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,601
1,938
2,415
2,963
2,963
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,465
3,595
3,595
3,595
3,595
3,299
2,476
3,595
3,595
3,436
3,530
3,395
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
2,889
2,186
1,613
3,595
3,595
3,595
3,595
3,411
2,778
3,595
3,595
3,595
3,463
3,595
3,595
3,595
3,187
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,156
2,351
2,930
3,595
3,595
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,290
3,414
3,414
3,414
3,414
3,132
2,351
3,414
3,414
3,263
3,351
3,223
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
2,743
2,076
1,532
3,414
3,414
3,414
3,414
3,239
2,638
3,414
3,414
3,414
3,288
3,414
3,414
3,414
3,026
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
2,996
2,232
2,782
3,414
3,414
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,536
2,631
2,631
2,631
2,631
2,415
1,813
2,631
2,631
2,515
2,584
2,485
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,114
1,600
1,181
2,631
2,631
2,631
2,631
2,497
2,033
2,631
2,631
2,631
2,535
2,631
2,631
2,631
2,332
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,310
1,721
2,145
2,631
2,631
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,163
25,335
25,714
25,714
25,714
24,459
20,110
23,593
25,714
25,040
24,974
24,674
25,334
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
22,721
17,685
13,208
22,583
25,714
25,714
25,714
24,934
21,714
23,796
25,714
25,714
25,155
25,464
25,714
25,714
23,983
25,206
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
23,851
19,161
19,269
24,453
25,714
1,817
1,885
1,269
1,317
1,226
1,272
1,162
1,204
1,104
1,136
1,591
1,624
2,007
2,041
2,536
2,631
2,855
2,963
3,464
3,595
3,289
3,414
2,536
2,631
24,855
25,714
AppdxA-D_SprdshtElectronicCopy.xls 7/18/2005
Cachuma Project Deliveries in Acre-feet - Alternative 5C
(SYRHM simulation 1918-1993)
Water
Year
1918
1919
1920
1921
1922
1923
1924
1925
1926
1927
1928
1929
1930
1931
1932
1933
1934
1935
1936
1937
1938
1939
1940
1941
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG
MEDIAN
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
SUM
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,861
1,885
1,885
1,885
1,885
1,784
1,371
1,885
1,885
1,820
1,856
1,788
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,579
1,224
929
1,885
1,885
1,885
1,885
1,833
1,515
1,885
1,885
1,885
1,860
1,885
1,885
1,885
1,714
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,885
1,714
1,310
1,578
1,885
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,300
1,317
1,317
1,317
1,317
1,246
958
1,317
1,317
1,272
1,297
1,250
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,104
855
649
1,317
1,317
1,317
1,317
1,281
1,059
1,317
1,317
1,317
1,300
1,317
1,317
1,317
1,198
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,317
1,198
916
1,103
1,317
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,256
1,272
1,272
1,272
1,272
1,203
925
1,272
1,272
1,228
1,252
1,206
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,066
826
627
1,272
1,272
1,272
1,272
1,237
1,022
1,272
1,272
1,272
1,255
1,272
1,272
1,272
1,156
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,272
1,156
884
1,065
1,272
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,188
1,204
1,204
1,204
1,204
1,139
875
1,204
1,204
1,162
1,185
1,142
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,009
781
593
1,204
1,204
1,204
1,204
1,171
967
1,204
1,204
1,204
1,188
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,204
1,094
837
1,008
1,204
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,121
1,136
1,136
1,136
1,136
1,074
826
1,136
1,136
1,096
1,118
1,077
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
951
737
1,136
1,136
1,136
1,136
1,136
1,104
913
1,136
1,136
1,136
1,121
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,136
1,033
789
951
1,136
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,603
1,624
1,624
1,624
1,624
1,536
1,624
1,624
1,624
1,568
1,599
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,360
1,054
1,624
1,624
1,624
1,624
1,624
1,579
1,305
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,624
1,476
1,129
1,624
1,624
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,015
2,041
2,041
2,041
2,041
1,931
2,041
2,041
2,041
1,971
2,010
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
1,710
1,325
2,041
2,041
2,041
2,041
2,041
1,985
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
2,041
1,856
1,419
2,041
2,041
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,597
2,631
2,631
2,631
2,631
2,489
1,913
2,631
2,631
2,540
2,591
2,496
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,205
1,708
1,297
2,631
2,631
2,631
2,631
2,559
2,115
2,631
2,631
2,631
2,596
2,631
2,631
2,631
2,392
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,392
1,829
2,203
2,631
2,631
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,925
2,963
2,963
2,963
2,963
2,803
2,154
2,963
2,963
2,860
2,917
2,810
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,482
1,923
1,460
2,963
2,963
2,963
2,963
2,882
2,381
2,963
2,963
2,963
2,924
2,963
2,963
2,963
2,694
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,963
2,694
2,060
2,481
2,963
2,963
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,549
3,595
3,595
3,595
3,595
3,401
2,614
3,595
3,595
3,471
3,540
3,410
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,012
2,333
1,771
3,595
3,595
3,595
3,595
3,496
2,889
3,595
3,595
3,595
3,548
3,595
3,595
3,595
3,268
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,595
3,269
2,499
3,010
3,595
3,595
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,369
3,414
3,414
3,414
3,414
3,229
2,482
3,414
3,414
3,295
3,361
3,238
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
2,860
2,215
1,682
3,414
3,414
3,414
3,414
3,320
2,743
3,414
3,414
3,414
3,368
3,414
3,414
3,414
3,103
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,414
3,103
2,373
2,858
3,414
3,414
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,597
2,631
2,631
2,631
2,631
2,489
1,913
2,631
2,631
2,540
2,591
2,496
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,205
1,708
1,297
2,631
2,631
2,631
2,631
2,559
2,115
2,631
2,631
2,631
2,596
2,631
2,631
2,631
2,392
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,631
2,392
1,829
2,203
2,631
2,631
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,517
25,578
25,714
25,714
25,714
24,892
20,991
23,854
25,714
25,186
25,116
24,767
25,363
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
23,243
18,667
14,308
22,833
25,714
25,714
25,714
25,295
22,434
24,057
25,714
25,714
25,512
25,624
25,714
25,714
24,329
25,307
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
25,714
24,330
20,117
20,038
24,604
25,714
1,827
1,885
1,277
1,317
1,233
1,272
1,168
1,204
1,110
1,136
1,597
1,624
2,013
2,041
2,550
2,631
2,872
2,963
3,484
3,595
3,308
3,414
2,550
2,631
24,988
25,714
AppdxA-D_SprdshtElectronicCopy.xls 7/18/2005
Appendix C
Monthly Cachuma Project Shortages
(simulation, 1918-1993)
New Alternatives 5B and 5C
Cachuma Project Shortages in Acre-feet - Alternative 5B
(SYRHM simulation 1918-1993)
Water
Year
1918
1919
1920
1921
1922
1923
1924
1925
1926
1927
1928
1929
1930
1931
1932
1933
1934
1935
1936
1937
1938
1939
1940
1941
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG
MEDIAN
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
SUM
0
0
0
0
0
0
0
0
68
0
0
0
0
155
587
0
0
83
34
105
0
0
0
0
0
0
0
0
0
0
0
0
370
739
1,039
0
0
0
0
97
429
0
0
0
69
0
0
0
214
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
230
652
349
0
0
0
0
0
0
0
0
0
48
0
0
0
0
108
410
0
0
58
24
73
0
0
0
0
0
0
0
0
0
0
0
0
259
516
726
0
0
0
0
67
299
0
0
0
48
0
0
0
150
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
161
456
244
0
0
0
0
0
0
0
0
0
46
0
0
0
0
105
396
0
0
56
23
71
0
0
0
0
0
0
0
0
0
0
0
0
250
498
701
0
0
0
0
65
289
0
0
0
47
0
0
0
144
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
156
440
235
0
0
0
0
0
0
0
0
0
44
0
0
0
0
99
375
0
0
53
22
67
0
0
0
0
0
0
0
0
0
0
0
0
236
472
664
0
0
0
0
62
274
0
0
0
44
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
147
417
223
0
0
0
0
0
0
0
0
0
41
0
0
0
0
94
353
0
0
50
21
63
0
0
0
0
0
0
0
0
0
0
0
0
223
445
0
0
0
0
0
58
258
0
0
0
42
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
139
393
210
0
0
0
0
0
0
0
0
0
59
0
0
0
0
134
0
0
0
72
30
0
0
0
0
0
0
0
0
0
0
0
0
0
319
636
0
0
0
0
0
83
369
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
199
562
0
0
0
0
0
0
0
0
0
0
74
0
0
0
0
168
0
0
0
90
37
0
0
0
0
0
0
0
0
0
0
0
0
0
401
800
0
0
0
0
0
104
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
250
706
0
0
0
0
0
0
0
0
0
95
0
0
0
0
217
819
0
0
116
48
147
0
0
0
0
0
0
0
0
0
0
0
0
517
1,031
1,451
0
0
0
0
135
598
0
0
0
97
0
0
0
299
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
322
911
487
0
0
0
0
0
0
0
0
0
107
0
0
0
0
244
922
0
0
131
54
165
0
0
0
0
0
0
0
0
0
0
0
0
582
1,161
1,634
0
0
0
0
152
674
0
0
0
109
0
0
0
337
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
362
1,025
548
0
0
0
0
0
0
0
0
0
130
0
0
0
0
296
1,119
0
0
159
65
200
0
0
0
0
0
0
0
0
0
0
0
0
706
1,409
1,982
0
0
0
0
184
817
0
0
0
132
0
0
0
408
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
440
1,244
665
0
0
0
0
0
0
0
0
0
124
0
0
0
0
281
1,062
0
0
151
62
190
0
0
0
0
0
0
0
0
0
0
0
0
671
1,338
1,882
0
0
0
0
175
776
0
0
0
125
0
0
0
388
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
417
1,181
631
0
0
0
0
0
0
0
0
0
95
0
0
0
0
217
819
0
0
116
48
147
0
0
0
0
0
0
0
0
0
0
0
0
517
1,031
1,451
0
0
0
0
135
598
0
0
0
97
0
0
0
299
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
322
911
487
0
0
0
0
0
0
0
0
0
551
379
0
0
0
1,255
5,604
2,121
0
674
740
1,040
380
0
0
0
0
0
0
0
0
0
0
0
2,993
8,029
12,506
3,131
0
0
0
780
4,000
1,918
0
0
559
250
0
0
1,731
508
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1,863
6,553
6,445
1,261
0
69
0
48
0
46
0
42
0
31
0
32
0
35
0
96
0
108
0
131
0
124
0
96
0
859
0
AppdxA-D_SprdshtElectronicCopy.xls 7/18/2005
Cachuma Project Shortages in Acre-feet - Alternative 5C
(SYRHM simulation 1918-1993)
Water
Year
1918
1919
1920
1921
1922
1923
1924
1925
1926
1927
1928
1929
1930
1931
1932
1933
1934
1935
1936
1937
1938
1939
1940
1941
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG
MEDIAN
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
SUM
0
0
0
0
0
0
0
0
24
0
0
0
0
102
514
0
0
65
29
97
0
0
0
0
0
0
0
0
0
0
0
0
306
662
956
0
0
0
0
52
370
0
0
0
25
0
0
0
171
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
171
575
307
0
0
0
0
0
0
0
0
0
17
0
0
0
0
71
360
0
0
46
20
68
0
0
0
0
0
0
0
0
0
0
0
0
214
462
668
0
0
0
0
36
259
0
0
0
17
0
0
0
120
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
120
402
215
0
0
0
0
0
0
0
0
0
16
0
0
0
0
69
347
0
0
44
20
66
0
0
0
0
0
0
0
0
0
0
0
0
206
446
645
0
0
0
0
35
250
0
0
0
17
0
0
0
116
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
116
388
207
0
0
0
0
0
0
0
0
0
16
0
0
0
0
65
329
0
0
42
19
62
0
0
0
0
0
0
0
0
0
0
0
0
195
423
611
0
0
0
0
33
236
0
0
0
16
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
109
367
196
0
0
0
0
0
0
0
0
0
15
0
0
0
0
61
310
0
0
39
18
59
0
0
0
0
0
0
0
0
0
0
0
0
184
399
0
0
0
0
0
31
223
0
0
0
15
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
103
346
185
0
0
0
0
0
0
0
0
0
21
0
0
0
0
88
0
0
0
56
25
0
0
0
0
0
0
0
0
0
0
0
0
0
263
570
0
0
0
0
0
45
319
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
148
495
0
0
0
0
0
0
0
0
0
0
26
0
0
0
0
110
0
0
0
71
32
0
0
0
0
0
0
0
0
0
0
0
0
0
331
716
0
0
0
0
0
56
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
185
622
0
0
0
0
0
0
0
0
0
34
0
0
0
0
142
718
0
0
91
41
136
0
0
0
0
0
0
0
0
0
0
0
0
427
924
1,335
0
0
0
0
72
517
0
0
0
35
0
0
0
239
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
239
802
428
0
0
0
0
0
0
0
0
0
38
0
0
0
0
160
809
0
0
103
46
153
0
0
0
0
0
0
0
0
0
0
0
0
481
1,040
1,503
0
0
0
0
81
582
0
0
0
39
0
0
0
269
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
269
903
483
0
0
0
0
0
0
0
0
0
47
0
0
0
0
194
981
0
0
125
56
185
0
0
0
0
0
0
0
0
0
0
0
0
583
1,262
1,824
0
0
0
0
99
706
0
0
0
48
0
0
0
327
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
327
1,096
585
0
0
0
0
0
0
0
0
0
44
0
0
0
0
184
932
0
0
118
53
176
0
0
0
0
0
0
0
0
0
0
0
0
554
1,198
1,732
0
0
0
0
94
670
0
0
0
45
0
0
0
310
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
310
1,041
556
0
0
0
0
0
0
0
0
0
34
0
0
0
0
142
718
0
0
91
41
136
0
0
0
0
0
0
0
0
0
0
0
0
427
924
1,335
0
0
0
0
72
517
0
0
0
35
0
0
0
239
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
239
802
428
0
0
0
0
0
0
0
0
0
197
136
0
0
0
822
4,723
1,860
0
528
598
947
351
0
0
0
0
0
0
0
0
0
0
0
2,471
7,047
11,406
2,881
0
0
0
419
3,280
1,657
0
0
202
90
0
0
1,385
407
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1,384
5,597
5,676
1,110
0
58
0
41
0
39
0
36
0
26
0
27
0
28
0
81
0
92
0
111
0
105
0
81
0
726
0
AppdxA-D_SprdshtElectronicCopy.xls 7/18/2005
Appendix D
Annual State Water Project Water
Deliveries to South Coast
(simulation, 1942-1993)
New Alternatives 5B and 5C
SUMMARY OF STATE WATER PROJECT DELIVERIES
FOR ALTERNATIVE 5B
(ACRE-FEET/YEAR)
DEMAND
WATER
YEAR
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG
TOTAL
SUPPLY
M&I Projected
ID No. 1 Delivery as Percentage
SWP Demand 1) Exchange
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
DELIVERY
ID No. 1
Exchange
of Full Entitlement 2) Shortage 3)
100%
100%
89%
100%
92%
100%
90%
100%
88%
100%
75%
100%
67%
100%
65%
88%
67%
69%
88%
51%
96%
88%
90%
100%
83%
100%
69%
100%
90%
97%
88%
84%
90%
93%
88%
100%
63%
100%
61%
98%
78%
99%
94%
100%
88%
100%
82%
93%
96%
98%
96%
100%
89%
100%
93%
100%
89%
100%
94%
100%
88%
100%
82%
100%
94%
100%
96%
100%
88%
100%
33%
100%
68%
100%
85%
100%
82%
100%
83%
100%
94%
100%
100%
100%
100%
100%
96%
100%
81%
100%
69%
100%
43%
100%
58%
93%
46%
75%
29%
75%
31%
95%
76%
100%
80%
96%
Reduced
Delivery due
ID No. 1
SWP in
SWP in
Total Imports
under South
to Spill 4)
Exchange Cachuma 5) Outlet Works 6) Coast Contracts
1,868
2,571
8,392
521
11,483
3,173
2,571
2,831
1,421
6,822
2,467
2,571
5,367
1,500
9,438
1,645
2,571
6,589
1,659
10,819
0
2,571
6,589
4,988
14,148
0
2,571
3,203
4,888
10,662
0
2,571
4,007
2,588
9,166
0
2,272
5,649
1,055
8,976
0
1,768
6,162
1,236
9,167
0
1,321
10,196
515
12,031
1,820
2,258
5,022
1,647
8,927
0
2,571
9,207
3,065
14,843
0
2,571
5,892
2,995
11,458
0
2,571
4,123
2,855
9,549
0
2,493
8,174
1,494
12,161
0
2,171
5,863
3,101
11,135
1,677
2,379
7,350
1,171
10,900
0
2,571
7,283
3,162
13,016
0
2,571
3,749
2,274
8,594
0
2,515
4,848
1,040
8,403
0
2,546
3,216
2,047
7,810
0
2,571
12,415
885
15,871
0
2,571
9,285
175
12,031
0
2,398
5,642
3,227
11,267
0
2,520
3,591
3,177
9,288
3,545
2,571
2,705
5,665
10,942
0
2,571
7,153
2,684
12,409
4,230
2,571
2,705
2,044
7,321
0
2,571
8,760
2,168
13,499
0
2,571
5,157
5,523
13,251
0
2,571
4,945
3,857
11,373
1,453
2,571
3,453
2,333
8,356
0
2,571
7,793
2,171
12,535
1,773
2,571
4,015
2,142
8,728
0
2,571
7,732
5,506
15,809
0
2,571
888
1,364
4,823
2,231
2,571
3,421
922
6,914
2,214
2,571
3,271
1,515
7,357
2,875
2,571
2,705
2,179
7,455
0
2,571
9,572
1,485
13,628
0
2,571
6,004
4,412
12,986
5,544
2,571
4,716
384
7,671
2,779
2,571
3,345
1,632
7,548
0
2,571
6,292
5,291
14,154
699
2,571
4,958
2,178
9,706
0
2,571
7,928
1,666
12,166
0
2,571
1,433
1,958
5,962
0
2,385
3,749
1,887
8,021
0
1,916
3,189
1,197
6,302
0
1,927
0
2,084
4,011
0
2,445
44
1,713
4,202
3,282
2,571
2,460
1,835
6,866
832
2,470
5,251
2,317
10,038
NOTES
1) Based on total South Coast contractual agreements with CCWA not including drought buffers and additional water (4,500 afy) contracted by Goleta.
2) Based on DWR's SWP model DWRSIM v. 9.06T
Uses results from DWR's No Action scenario 786 which uses Delta historic hydrology
with regulations (including 1995 WQCP Bay-Delta Accord, 1997 AFRP CVPIA(b) and the New Melones Interim Operation plan)
and no new storage facilities. The percentages in this table do not include the option of purchasing the 10% drought buffer.
3) Based on shortages in Cachuma Project estimated by the SYRHM 0498
4) Assumes no CCWA deliveries when Cachuma is spilling and also that South Coast would not want to make-up that delivery water
because of the wetness of the basin and already assuming full deliveries of 13750 pending spills
5) SWP reductions in delivery (due to restrictions of 50% SWP during water right releases and 0% SWP during passage releases)
are redistributed to the following months up to one year.
6) Limited to being 50% of outlet releases
AppdxA-D_SprdshtElectronicCopy (2).xls 8/22/2006
SUMMARY OF STATE WATER PROJECT DELIVERIES
FOR ALTERNATIVE 5C
(ACRE-FEET/YEAR)
DEMAND
WATER
YEAR
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG
TOTAL
SUPPLY
M&I Projected
ID No. 1 Delivery as Percentage
SWP Demand 1) Exchange
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
DELIVERY
ID No. 1
Exchange
of Full Entitlement 2) Shortage 3)
100%
100%
89%
100%
92%
100%
90%
100%
88%
100%
75%
100%
67%
100%
65%
90%
67%
73%
88%
56%
96%
89%
90%
100%
83%
100%
69%
100%
90%
98%
88%
87%
90%
94%
88%
100%
63%
100%
61%
99%
78%
100%
94%
100%
88%
100%
82%
95%
96%
98%
96%
100%
89%
100%
93%
100%
89%
100%
94%
100%
88%
100%
82%
100%
94%
100%
96%
100%
88%
100%
33%
100%
68%
100%
85%
100%
82%
100%
83%
100%
94%
100%
100%
100%
100%
100%
96%
100%
81%
100%
69%
100%
43%
100%
58%
95%
46%
78%
29%
78%
31%
96%
76%
100%
80%
97%
Reduced
Delivery due
ID No. 1
SWP in
SWP in
Total Imports
under South
to Spill 4)
Exchange Cachuma 5) Outlet Works 6) Coast Contracts
919
2,571
9,341
522
12,434
3,173
2,571
2,830
1,421
6,821
2,467
2,571
5,367
1,500
9,438
1,645
2,571
6,589
1,660
10,820
0
2,571
6,589
4,989
14,149
0
2,571
3,203
4,887
10,661
0
2,571
4,004
2,591
9,166
0
2,324
5,595
1,057
8,976
0
1,866
6,080
1,220
9,166
0
1,431
10,086
515
12,031
1,816
2,283
5,014
1,735
9,032
0
2,571
9,207
2,965
14,743
0
2,571
5,892
2,995
11,458
0
2,571
4,124
2,854
9,549
0
2,529
8,144
1,491
12,165
0
2,243
5,819
3,094
11,156
1,673
2,405
7,317
1,167
10,889
0
2,571
7,274
3,162
13,007
0
2,571
3,749
2,274
8,594
0
2,551
4,817
1,035
8,403
0
2,562
3,209
2,055
7,827
0
2,571
12,398
885
15,854
0
2,571
9,285
175
12,031
0
2,433
5,612
3,223
11,268
0
2,530
3,588
3,177
9,295
3,545
2,571
2,705
5,666
10,942
0
2,571
7,153
2,685
12,409
4,230
2,571
2,705
2,044
7,321
0
2,571
8,760
2,168
13,498
0
2,571
5,157
5,523
13,251
0
2,571
4,945
3,778
11,295
1,453
2,571
3,531
2,333
8,435
0
2,571
7,793
2,754
13,118
1,773
2,571
4,058
1,816
8,445
0
2,571
7,732
5,449
15,752
0
2,571
1,251
1,357
5,178
2,231
2,571
3,324
1,019
6,914
2,214
2,571
3,271
1,515
7,357
2,875
2,571
2,705
2,179
7,455
0
2,571
9,571
1,485
13,628
0
2,571
6,004
4,412
12,986
5,544
2,571
4,716
384
7,671
2,779
2,571
3,345
1,632
7,548
0
2,571
6,292
5,291
14,154
699
2,571
4,953
2,202
9,725
0
2,571
7,917
1,701
12,189
0
2,571
1,391
1,958
5,920
0
2,433
3,653
1,935
8,021
0
2,011
3,096
1,195
6,302
0
2,004
296
1,711
4,010
0
2,460
0
1,741
4,201
3,282
2,571
1,337
2,958
6,866
814
2,484
5,246
2,337
10,068
NOTES
1) Based on total South Coast contractual agreements with CCWA not including drought buffers and additional water (4,500 afy) contracted by Goleta.
2) Based on DWR's SWP model DWRSIM v. 9.06T
Uses results from DWR's No Action scenario 786 which uses Delta historic hydrology
with regulations (including 1995 WQCP Bay-Delta Accord, 1997 AFRP CVPIA(b) and the New Melones Interim Operation plan)
and no new storage facilities. The percentages in this table do not include the option of purchasing the 10% drought buffer.
3) Based on shortages in Cachuma Project estimated by the SYRHM 0498
4) Assumes no CCWA deliveries when Cachuma is spilling and also that South Coast would not want to make-up that delivery water
because of the wetness of the basin and already assuming full deliveries of 13750 pending spills
5) SWP reductions in delivery (due to restrictions of 50% SWP during water right releases and 0% SWP during passage releases)
are redistributed to the following months up to one year.
6) Limited to being 50% of outlet releases
AppdxA-D_SprdshtElectronicCopy (2).xls 8/22/2006
Draft Technical Memorandum No. 6
Santa Ynez River Flow Analysis for
Impact Assessment on Steelhead
DRAFT
TECHNICAL MEMORANDUM No. 6
2171 E. Francisco Blvd., Suite K • San Rafael, California • 94901
TEL: (415) 457-0701 FAX: (415) 457-1638 E-mail: [email protected]
TO :
David Fee, URS
Gina Morimoto, ENTRIX
DATE:
April 24, 2006
rev. August 22, 2006
FROM:
Curtis Lawler
JOB NO:
1893
RE:
1.
Santa Ynez River Flow Analysis for Impact Assessment on Steelhead
INTRODUCTION
This technical memorandum was prepared to provide hydrologic data in connection with
the impact assessment on Alternatives 5B and 5C. The two additional alternatives (Alternatives
5B and 5C) were identified for the revised Draft Environmental Impact Report on Consideration
of Modifications to the U.S. Bureau of Reclamation’s Water Right Permits 11308 and 11310
(Applications 11331 and 11332) to Protect Public Trust Values and Downstream Water Rights
on the Santa Ynez River below Bradbury Dam (Cachuma Reservoir) dated August 2003. The
Draft Technical Memorandum No. 5 (Re: Hydrologic Impact Analysis of Possible Cachuma
Operations Alternatives) provides a detailed discussion on how these alternatives (Alternatives
5B and 5C) were analyzed using the Santa Ynez River Hydrology Model (SYRHM). Draft
Technical Memorandum No. 5 includes the results on: (1) Cachuma Reservoir operations; (2)
Santa Ynez River flows; (3) above Narrows groundwater storage; (4) water rights releases; (5)
Cachuma Project water supply; (6) State Water Project deliveries; and (7) sensitivity analysis.
Tables A-1 and A-2 (Appendix A) of this memorandum provide the simulated monthly
flows for Alternatives 5B and 5C for the period from 1918 through 1993. This technical
memorandum provides additional hydrologic data used in assessing impacts on steelhead
including daily flow data generated from the monthly flow output of the SYRHM for the two
additional alternatives (Alternatives 5B and 5C). The daily flow data is utilized to assess impacts
Stetson Engineers
F:\DATA\1893\TechMemos\TM6\TM6_HydroForFish5B_5C.doc
Page 1
August 22, 2006
on passage flows. The daily flow analysis uses the monthly results from the SYRHM as
presented in Draft Technical Memorandum No. 5. Monthly flows from the SYRHM were
converted to daily flows based on daily variations of gaged flow in Salsipuedes Creek (WY
1942-1993).
The same procedures as used in the Biological Assessment (BA) and Fish
Management Plan (FMP) were used in utilizing the daily flow data for the impact analysis.
Hydrologic impacts analyzed in this technical memorandum are coordinated with the work of
ENTRIX.
2.
EFFECTS ON SPAWNING AND REARING HABITAT
Table 1 shows the exceedance flows for various alternatives and for various seasons
within the year based on the daily flow data. The daily flow exceedances in Table 1 generally
match the monthly flow frequency curves presented in Figures 5A, 5B, and 5C and Table 11 of
Draft Technical Memorandum No. 5. The relative difference between Alternatives 5B and 5C is
insignificant because they operate under the same operational release criteria for fish. The most
significant differences between Alternatives 3B and 5B and between Alternatives 3C and 5C are
shown in Table 1 for the months of April through September for the 50% exceedance. These
months (April-September) are affected the most because the trigger to switch to the 3A2
operations under Alternatives 5B and 5C (see Draft Technical Memorandum No. 5) is usually
not reached until around March and then ends in September. These months show a comparative
increase in flows of 6 to 10 cfs in the reach from Bradbury Dam to Highway 154 Bridge at the
50% exceedance for Alternative 5B and 5C in comparison to Alternatives 3B and 3C,
respectively. This is primarily due to the 3A2 criteria that flow targets have to be met all the way
to Alisal Bridge under Alternatives 5B and 5C. Table 1 also shows that during low flow periods
(80% exceedance) Alternatives 5B and 5C are basically the same as Alternatives 3B and 3C
because they operate under the same criteria for releases for fish. Because of similarities in the
results of daily and monthly flow analyses, comparisons of rearing and spawning flows in the
August 2003 DEIR were based on the simulated monthly flows which has a longer period of
record (76 years) than the daily flows (52 years). However, due to the flashy nature of the Santa
Ynez River, passage flows for steelhead occur primarily during storms and spill events, so daily
flows are used for the passage analysis described below.
Stetson Engineers
F:\DATA\1893\TechMemos\TM6\TM6_HydroForFish5B_5C.doc
Page 2
August 22, 2006
TABLE 1
FLOW EXCEEDANCES FOR EIR ALTERNATIVES
USING SANTA YNEZ RIVER HYDROLOGY MODEL AND DAILY FLOW ANALYSIS 1)
(all flows in cfs)
Flow Exceedance
80% 50% 20%
Flow Exceedance
80% 50% 20%
Flow Exceedance
80% 50% 20%
Flow Exceedance
80% 50% 20%
Flow Exceedance
80% 50% 20%
Flow Exceedance
80% 50% 20%
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
Bradbury Dam to Highway 154
Jan-April
2.6
3.3 46.3
Jan-Mar
2.5
3.2 19.7
April-Jun
3.1
5.1 55.7
Jul-Sep
3.7 10.4 45.3
Oct-Dec
2.9
3.4 7.0
Bradbury Dam to Highway 154
Jan-April
3.5
5.5 51.7
Jan-Mar
3.3
5.4 30.8
April-Jun
5.0
6.3 55.5
Jul-Sep
6.0 11.7 46.9
Oct-Dec
3.6
5.8 9.5
Bradbury Dam to Highway 154
Jan-April
3.5
5.5 49.9
Jan-Mar
3.3
5.4 29.9
April-Jun
5.0
6.3 55.5
Jul-Sep
6.2 11.7 46.3
Oct-Dec
3.8
5.9 9.6
Bradbury Dam to Highway 154
Jan-April
3.6
5.5 47.7
Jan-Mar
3.4
5.4 27.3
April-Jun
4.8
6.2 28.0
Jul-Sep
6.3 11.2 35.2
Oct-Dec
3.7
5.8 12.3
Bradbury Dam to Highway 154
Jan-April
3.8 5.5 48.0
Jan-Mar
3.8 5.3 42.5
April-Jun
5.0 17.8 55.5
Jul-Sep
6.5 18.3 45.0
Oct-Dec
3.8 5.8 12.0
Bradbury Dam to Highway 154
Highway 154 to Refugio Road
Jan-April
2.0
2.5 50.7
Jan-Mar
2.0
2.5 26.7
April-Jun
2.5
4.8 52.5
Jul-Sep
2.5
9.5 42.6
Oct-Dec
1.5
2.5 5.5
Highway 154 to Refugio Road
Jan-April
2.7
5.0 59.6
Jan-Mar
2.7
5.0 36.5
April-Jun
4.9
5.0 52.8
Jul-Sep
4.9 10.1 42.7
Oct-Dec
2.4
4.9 8.4
Highway 154 to Refugio Road
Jan-April
2.7
5.0 59.3
Jan-Mar
2.7
5.0 35.9
April-Jun
4.9
5.0 52.8
Jul-Sep
4.9 10.1 42.9
Oct-Dec
2.5
4.9 8.5
Highway 154 to Refugio Road
Jan-April
2.8
5.0 54.2
Jan-Mar
2.8
5.0 32.1
April-Jun
4.9
5.0 24.7
Jul-Sep
4.9
9.8 30.6
Oct-Dec
2.5
4.9 11.2
Highway 154 to Refugio Road
Jan-April
2.5 5.0 50.8
Jan-Mar
2.5 5.0 48.0
April-Jun
5.0 16.5 53.0
Jul-Sep
5.0 16.5 44.0
Oct-Dec
2.5 5.0 11.0
Highway 154 to Refugio Road
Jan-April
2.5
5.0 50.5
Jan-Mar
2.5
5.0 48.0
April-Jun
5.0 16.5 53.0
Jul-Sep
5.0 16.5 44.0
Oct-Dec
2.5
5.0 10.8
Refugio Road to Alisal Bridge
Jan-April
0.2
2.5 70.3
Jan-Mar
0.1
2.3 39.9
April-Jun
0.4
4.7 45.8
Jul-Sep
0.0
4.8 29.0
Oct-Dec
0.0
0.1 4.2
Refugio Road to Alisal Bridge
Jan-April
1.1
4.5 76.7
Jan-Mar
0.8
4.1 54.7
April-Jun
2.3
5.2 46.2
Jul-Sep
0.8
6.1 31.2
Oct-Dec
0.0
1.5 5.5
Refugio Road to Alisal Bridge
Jan-April
1.1
4.5 75.7
Jan-Mar
0.8
4.1 53.6
April-Jun
2.3
5.2 46.2
Jul-Sep
0.8
6.1 31.1
Oct-Dec
0.0
1.5 5.5
Refugio Road to Alisal Bridge
Jan-April
1.5
4.6 70.9
Jan-Mar
1.2
4.1 51.2
April-Jun
1.9
4.5 19.0
Jul-Sep
0.8
5.3 15.4
Oct-Dec
0.0
1.5 7.1
Refugio Road to Alisal Bridge
Jan-April
0.5 4.8 70.0
Jan-Mar
0.3 4.0 51.5
April-Jun
2.3 14.3 46.5
Jul-Sep
1.5 10.0 31.0
Oct-Dec
0.0 1.5 5.8
Refugio Road to Alisal Bridge
Jan-April
0.5
4.8 69.8
Jan-Mar
0.3
4.0 51.5
April-Jun
2.3 14.3 46.5
Jul-Sep
1.3 10.0 31.0
Oct-Dec
0.0
1.5
5.8
1) Monthly flows from the Santa Ynez River Model were converted to daily flows
based on daily variations of gaged flow in Salsipuedes Creek (1941-1993) and releases from Cachuma Reservoir.
Jan-April
Jan-Mar
April-Jun
Jul-Sep
Oct-Dec
3.8
5.8
3.8
5.5
5.0 16.0
6.3 18.3
3.8
5.8
48.0
35.5
51.5
45.0
12.0
3.
EFFECTS ON PASSSAGE
Tables 2A and 2B show the summary of passage days generated for each of the
alternatives. A passage day is defined as a condition when natural flows of the Santa Ynez River
at Solvang were 25 cfs or greater during the period from January through April. In general,
Table 2A shows that in wet years all of the alternatives analyzed have many passage days; and in
normal and dry years, Alternatives 3B, 3C, 4B, 5B and 5C have more passage days than
Alternative 2 (Baseline) because these five alternatives have passage flow releases as set forth in
the Biological Opinion (BO). The criteria for the quantity and timing of passage releases used in
Alternatives 3B, 3C, and 4B were also used for the new alternatives (Alternatives 5B and 5C) for
consistency.
The passage releases for the 3A2 operations under Alternatives 5B and 5C occur in
different years than the BO passage supplementation.
This is because the criteria for the
different operations are based on different hydrologic year types.
BO passage releases
(Alternatives 3B, 3C, 4B, 5B, and 5C) are targeted for normal years after a spill year; the 3A2
releases (Alternatives 5B and 5C) are targeted for wet and above-normal years which could be
(and often are) a spill year. The BO passage releases augment passage flows in normal years
after spill years, and the 3A2 operations increases passage flows in years of spill and/or wet or
above-normal years.
However, Table 2A shows that the expected increase of passage days in spill years due to
the 3A2 operations do not necessarily show up in Alternatives 5B and 5C because the 3A2
operations more likely do not trigger until the prime season for passage (February through
March) is over. Also when the 3A2 operations are triggered, there is often a spill so that there is
not an increase in the number of passage days like water years 1943, 1969, 1983, and 1993 under
Alternatives 5B and 5C. However, wet years that do not have a spill show a significant increase
in the number of passage days like water years 1966 and 1992 under Alternatives 5B and 5C.
Stetson Engineers
F:\DATA\1893\TechMemos\TM6\TM6_HydroForFish5B_5C.doc
Page 3
August 22, 2006
TABLE 2A
SUMMARY OF PASSAGE DAYS UNDER EIR ALTERNATIVES
JANUARY THROUGH APRIL
ALT 2
ALT 3B
ALT 3C
ALT 4B
ALT 5B
Hydrologic
# of
# of
# of
# of
# of
Year Type
Passage Indicator Passage Indicator Passage Indicator Passage Indicator
Passage
YEAR Classification 1) Days 2) of > 14 days Days of > 14 days Days of > 14 days Days of > 14 days
Days
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG 42-93
SUM 42-93
normal
wet
wet
wet
normal
normal
dry
dry
dry
dry
wet
normal
normal
dry
normal
dry
wet
normal
dry
dry
wet
dry
dry
normal
wet
wet
dry
wet
normal
normal
dry
wet
normal
normal
dry
dry
wet
wet
wet
normal
normal
wet
normal
dry
wet
dry
dry
dry
dry
normal
wet
wet
47
120
90
66
33
0
0
1
0
0
76
5
9
0
11
0
68
4
1
0
39
5
0
5
11
97
1
104
9
0
0
86
28
67
1
0
92
85
95
11
6
100
60
0
61
2
0
0
0
11
28
120
32
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
21
40%
41
120
91
66
25
0
0
14
14
0
73
18
24
0
11
0
70
15
15
0
42
6
0
5
11
97
15
104
17
1
0
87
12
74
16
0
92
84
95
22
19
100
60
0
62
15
15
0
0
11
29
120
35
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
33
63%
41
120
91
66
23
0
0
14
14
0
73
18
24
0
11
0
70
15
15
0
42
6
0
5
11
97
15
104
17
1
0
87
12
74
16
0
92
81
95
22
19
100
60
0
62
15
15
0
0
11
29
120
35
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
33
63%
40
120
89
66
7
0
0
15
14
0
73
19
24
1
11
0
70
15
15
0
42
6
0
5
11
97
15
104
17
1
0
87
10
74
16
0
91
76
95
22
19
100
60
0
57
15
15
0
0
11
31
120
34
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
40
120
89
66
6
0
0
16
14
0
98
19
24
1
11
1
75
15
15
0
81
6
0
5
72
96
15
104
16
0
0
87
9
73
16
0
91
76
95
21
19
100
74
0
58
16
15
0
0
23
65
120
38
32
62%
Notes
1) A wet, normal, or dry year represents a third of the years analyzed of the inflow into Lake Cachuma using USGS Los Laureles gage data.
2) Passage days are defined as number of days when flows at Solvang were 25 cfs or greater, January through April
ALT 5C
# of
Indicator
Passage
of > 14 days
Days
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
34
65%
40
120
88
66
6
0
0
16
14
0
98
19
24
1
11
1
75
15
15
0
81
6
0
5
72
96
15
104
16
0
0
87
9
73
16
0
91
76
95
21
19
100
74
0
58
16
15
0
0
23
65
119
38
Indicator
of > 14 days
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
34
65%
TABLE 2B
SUMMARY OF PASSAGE DAYS UNDER EIR ALTERNATIVES
JANUARY THROUGH APRIL
For Years When Passage Supplementation Releases Are Made
YEAR
1949
1950
1953
1954
1959
1960
1968
1970
1975
1976
1981
1982
1987
1988
AVG 42-93
SUM 42-93
Alt 3C
Alt 2
Alt 3B
Alt 4B
Alt 5B
Alt 5C
Hydrologic
# of
# of
# of
# of
# of
# of
Year Type
Passage Indicator Passage Indicator Passage Indicator Passage Indicator Passage Indicator Passage Indicator
Classification 1) Days 2) of > 14 days
Days
of > 14 days
Days
of > 14 days
Days
of > 14 days
Days
of > 14 days
Days
of > 14 days
dry
dry
normal
normal
normal
dry
dry
normal
normal
dry
normal
normal
dry
dry
1
0
5
9
4
1
1
9
67
1
11
6
2
0
8
X
1
7%
14
14
18
24
15
15
15
17
74
16
22
19
15
15
21
X
X
X
X
X
X
X
X
X
X
X
X
X
X
14
100%
14
14
18
24
15
15
15
17
74
16
22
19
15
15
21
X
X
X
X
X
X
X
X
X
X
X
X
X
X
14
100%
15
14
19
24
15
15
15
17
74
16
22
19
15
15
21
X
X
X
X
X
X
X
X
X
X
X
X
X
X
16
14
19
24
15
15
15
16
73
16
21
19
16
15
21
14
100%
Notes
1) A wet, normal, or dry year represents a third of the years analyzed of the inflow into Lake Cachuma using USGS Los Laureles gage data.
2) Passage days are defined as number of days when flows at Solvang were 25 cfs or greater, January through April
X
X
X
X
X
X
X
X
X
X
X
X
X
X
14
100%
16
14
19
24
15
15
15
16
73
16
21
19
16
15
21
X
X
X
X
X
X
X
X
X
X
X
X
X
X
14
100%
4.
EFFECTS ON FISH IN CACHUMA LAKE
Tables B-1 and B-2 (Appendix B) show the simulated monthly Cachuma Reservoir
storage, elevation and surcharge for the two new alternatives (Alternatives 5B and 5C) for the
period 1918 through 1993.
Lake elevations may affect shallow lake habitat in Cachuma
Reservoir and ability of resident fish to migrate into tributaries for spawning and rearing.
Stetson Engineers
F:\DATA\1893\TechMemos\TM6\TM6_HydroForFish5B_5C.doc
Page 4
August 22, 2006
Appendix A
Table A-1
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5B
Based on SYRHM , WY 1918-1993
MONTH
Oct-17
Nov-17
Dec-17
Jan-18
Feb-18
Mar-18
Apr-18
May-18
Jun-18
Jul-18
Aug-18
Sep-18
Oct-18
Nov-18
Dec-18
Jan-19
Feb-19
Mar-19
Apr-19
May-19
Jun-19
Jul-19
Aug-19
Sep-19
Oct-19
Nov-19
Dec-19
Jan-20
Feb-20
Mar-20
Apr-20
May-20
Jun-20
Jul-20
Aug-20
Sep-20
Oct-20
Nov-20
Dec-20
Jan-21
Feb-21
Mar-21
Apr-21
May-21
Jun-21
Jul-21
Aug-21
Sep-21
Oct-21
Nov-21
Dec-21
Jan-22
Feb-22
Mar-22
Apr-22
May-22
Jun-22
Jul-22
Aug-22
Sep-22
Oct-22
Nov-22
Dec-22
Jan-23
Feb-23
Mar-23
Apr-23
May-23
Indicator
that 3A2
in effect
(1=yes)
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
Cachuma
Total Discharges
Downstream
cfs
8.00
7.75
7.25
6.75
903.25
2067.50
293.75
79.75
16.75
13.50
17.75
18.75
7.00
6.25
6.00
20.75
23.00
20.75
6.00
6.00
6.50
62.00
7.25
36.75
23.75
8.75
5.50
5.75
4.00
2.50
3.00
5.50
6.50
63.00
6.25
46.00
26.75
15.50
3.25
2.25
2.25
2.00
3.25
3.25
4.00
4.00
79.00
36.50
42.25
12.50
2.00
2.00
2.50
33.50
123.00
18.50
21.75
15.25
18.25
19.75
6.25
6.75
2.75
20.75
23.00
20.75
5.00
5.50
1) Rounded to nearest 0.25 cfs
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
7.75
7.50
7.00
6.75
923.75
2080.00
299.00
81.75
17.75
13.75
17.75
18.50
7.00
6.25
6.00
20.75
23.25
21.00
6.00
5.75
6.25
61.75
7.25
36.25
23.75
8.75
5.50
5.75
4.75
5.25
4.00
5.75
6.25
62.75
6.00
45.75
26.75
15.25
3.25
2.75
3.00
3.00
3.25
3.25
3.75
3.75
78.75
36.50
41.75
12.25
10.00
6.50
18.75
39.50
125.50
19.25
22.00
15.25
18.00
19.50
6.25
6.50
5.00
21.25
23.50
20.75
5.25
5.75
5.00
5.00
5.00
5.00
950.75
2101.75
307.00
84.25
19.00
13.00
16.00
17.00
5.75
5.25
5.00
19.00
22.50
20.25
5.00
5.00
5.00
58.25
5.75
32.25
21.50
7.75
5.00
5.00
5.25
9.25
5.00
5.00
5.00
59.25
5.00
41.25
24.50
14.00
2.50
2.50
3.25
3.75
2.50
2.50
2.50
2.50
73.75
35.25
37.75
11.25
22.75
13.25
45.50
48.25
128.00
20.00
21.25
14.00
16.50
17.50
5.00
5.00
7.50
20.00
23.00
19.75
5.00
5.00
pg. 1 of 14
0.25
0.25
0.50
1.00
1066.00
2181.00
337.25
94.25
22.75
10.00
10.00
10.00
1.50
1.50
2.00
14.00
21.00
19.00
3.25
3.00
2.00
47.50
1.50
16.75
12.25
4.25
2.75
2.50
7.25
22.00
9.25
3.75
2.25
48.50
0.75
23.50
14.50
9.50
0.50
2.00
4.50
6.75
1.50
1.25
0.25
0.00
56.25
29.75
21.75
6.75
57.75
35.50
142.50
81.50
140.00
23.50
19.00
10.00
10.00
10.00
0.75
0.75
13.00
17.00
22.50
18.00
5.25
3.50
0.00
0.00
0.00
0.00
1230.00
2208.00
368.75
107.75
29.50
9.25
7.50
7.25
0.00
0.25
1.00
11.00
20.00
18.50
1.50
1.75
0.75
41.75
0.00
9.00
5.75
1.50
1.25
1.00
10.75
32.50
15.50
3.50
0.75
42.50
0.00
13.75
7.00
5.00
0.00
2.25
7.25
11.75
1.50
0.75
0.00
0.00
46.75
25.75
12.00
2.75
106.25
66.25
238.00
120.25
156.00
28.75
18.00
8.00
7.00
6.25
0.00
0.00
23.00
17.25
23.50
16.75
6.00
3.00
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
0.00
0.00
0.00
0.00
1391.75
2205.00
403.50
126.50
38.00
8.00
3.75
2.75
0.00
0.00
0.00
5.75
16.25
17.25
0.50
0.75
0.00
33.25
0.00
0.00
0.00
0.00
0.00
0.00
10.50
34.00
21.00
3.75
0.00
33.50
0.00
1.25
0.00
0.00
0.00
1.00
7.25
14.75
1.50
0.75
0.00
0.00
31.50
19.50
1.25
0.00
142.75
97.00
318.75
161.00
177.75
37.50
19.00
6.25
3.00
1.75
0.00
0.00
25.50
15.75
24.25
16.50
8.00
3.50
0.00
0.00
0.00
1.00
1497.25
2345.50
432.00
135.50
45.00
11.00
4.75
3.75
1.00
1.25
1.25
6.75
19.50
20.25
0.25
2.25
0.00
31.75
0.00
0.00
0.25
0.75
1.00
1.00
14.75
49.25
28.00
5.25
1.50
32.00
0.00
0.25
0.00
0.00
0.00
2.50
11.50
21.00
2.75
2.00
0.50
1.00
29.25
18.75
0.25
0.00
196.50
122.00
400.75
192.25
192.25
41.00
20.75
7.50
2.50
1.25
0.00
0.00
41.50
19.25
29.50
18.00
10.50
5.00
Table A-1
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5B
Based on SYRHM , WY 1918-1993
MONTH
Jun-23
Jul-23
Aug-23
Sep-23
Oct-23
Nov-23
Dec-23
Jan-24
Feb-24
Mar-24
Apr-24
May-24
Jun-24
Jul-24
Aug-24
Sep-24
Oct-24
Nov-24
Dec-24
Jan-25
Feb-25
Mar-25
Apr-25
May-25
Jun-25
Jul-25
Aug-25
Sep-25
Oct-25
Nov-25
Dec-25
Jan-26
Feb-26
Mar-26
Apr-26
May-26
Jun-26
Jul-26
Aug-26
Sep-26
Oct-26
Nov-26
Dec-26
Jan-27
Feb-27
Mar-27
Apr-27
May-27
Jun-27
Jul-27
Aug-27
Sep-27
Oct-27
Nov-27
Dec-27
Jan-28
Feb-28
Mar-28
Apr-28
May-28
Jun-28
Jul-28
Aug-28
Sep-28
Oct-28
Nov-28
Dec-28
Jan-29
Indicator
that 3A2
in effect
(1=yes)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Cachuma
Total Discharges
Downstream
cfs
1) Rounded to nearest 0.25 cfs
6.25
6.25
69.75
51.00
48.00
11.75
6.25
6.25
6.50
4.50
6.25
6.25
6.50
3.75
33.75
35.25
23.00
7.50
3.25
3.50
4.00
3.25
2.00
3.50
4.00
21.75
45.75
8.00
3.50
3.75
3.75
3.75
2.25
2.00
2.25
19.25
25.00
16.75
19.75
32.75
72.75
2.00
2.00
2.00
3.75
170.50
68.25
19.25
22.75
15.50
18.75
20.25
6.25
6.50
6.25
20.75
22.00
20.75
5.50
5.75
6.25
62.00
49.50
51.00
49.25
6.75
6.50
6.25
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
6.00
6.25
69.50
51.00
47.75
11.50
6.25
6.25
6.50
5.00
6.25
6.00
6.50
3.75
33.50
35.00
23.00
7.25
3.25
3.50
4.00
3.25
3.00
3.50
3.75
21.50
45.50
8.00
3.50
3.75
3.75
3.50
4.75
2.75
15.50
20.00
25.00
16.75
19.50
32.50
72.75
3.75
2.75
2.75
28.50
173.75
70.25
19.75
22.75
15.50
18.50
20.25
6.25
6.50
6.25
20.75
24.00
21.75
5.50
5.75
6.00
61.75
49.50
50.75
49.00
6.75
6.50
6.25
5.00
5.00
65.75
49.75
46.25
9.50
5.00
5.00
5.25
5.00
5.00
5.00
5.00
2.50
28.75
31.75
21.00
6.50
2.50
2.50
2.75
2.50
3.25
2.50
2.50
17.50
41.50
6.75
2.50
2.50
2.50
2.50
8.00
3.00
36.50
20.00
23.50
15.25
17.50
28.75
70.25
6.25
3.50
3.25
69.00
177.00
72.75
20.00
21.75
14.25
16.75
18.00
5.00
5.00
5.00
18.75
25.75
22.25
5.00
5.00
5.00
58.75
48.25
49.25
47.50
5.00
5.00
5.00
pg. 2 of 14
2.75
1.50
51.75
44.25
40.50
3.75
1.50
2.00
2.50
5.00
3.00
2.50
1.75
0.00
13.00
18.00
11.75
3.00
0.25
0.25
0.25
1.00
4.75
0.50
0.25
6.50
25.25
2.25
0.00
0.00
0.00
0.00
15.00
3.50
104.25
21.25
19.00
10.00
10.00
14.75
59.00
11.50
5.25
5.75
227.00
194.75
82.75
21.25
19.00
10.00
10.00
10.00
0.75
1.00
1.25
13.00
32.00
24.25
4.25
3.25
2.50
48.25
43.00
42.50
40.75
0.50
1.00
1.50
1.50
0.50
44.50
40.50
36.75
1.00
0.25
0.50
1.00
6.75
1.75
1.00
0.50
0.00
6.50
10.00
5.50
0.50
0.00
0.00
0.00
0.75
8.50
0.00
0.00
2.00
15.75
0.00
0.00
0.00
0.00
0.00
28.25
5.75
162.25
25.00
16.50
7.25
5.75
7.00
49.75
18.75
8.25
9.50
385.50
205.00
95.25
23.25
17.25
8.00
6.75
6.00
0.00
0.00
0.25
9.50
36.50
27.25
3.75
2.00
1.00
42.25
39.50
38.50
36.50
0.00
0.00
0.25
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
1.25
0.00
33.00
34.50
30.75
0.00
0.00
0.00
0.00
7.00
0.75
0.00
0.00
0.00
0.00
0.25
0.00
0.00
0.00
0.00
0.00
0.00
8.75
0.00
0.00
0.00
2.00
0.00
0.00
0.00
0.00
0.00
30.00
5.00
185.00
29.00
14.25
4.00
1.00
0.00
34.75
21.25
9.50
13.00
527.75
211.75
112.75
28.00
17.25
5.75
2.50
1.00
0.00
0.00
0.00
3.75
32.75
28.00
3.50
1.25
0.00
34.00
34.00
32.00
30.00
0.00
0.00
0.00
2.75
1.25
31.50
33.75
30.00
0.00
1.00
1.25
1.25
11.25
2.25
1.25
1.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.25
12.25
0.75
0.75
0.00
0.25
0.00
0.00
0.00
0.25
0.25
44.50
11.00
263.25
35.75
15.75
5.25
0.50
0.00
32.00
32.00
15.50
17.75
637.75
235.00
123.75
31.50
18.50
7.00
2.00
0.50
0.00
0.75
1.00
4.50
44.75
35.00
5.25
2.75
1.50
32.50
33.25
31.00
29.25
0.00
1.00
1.25
Table A-1
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5B
Based on SYRHM , WY 1918-1993
MONTH
Feb-29
Mar-29
Apr-29
May-29
Jun-29
Jul-29
Aug-29
Sep-29
Oct-29
Nov-29
Dec-29
Jan-30
Feb-30
Mar-30
Apr-30
May-30
Jun-30
Jul-30
Aug-30
Sep-30
Oct-30
Nov-30
Dec-30
Jan-31
Feb-31
Mar-31
Apr-31
May-31
Jun-31
Jul-31
Aug-31
Sep-31
Oct-31
Nov-31
Dec-31
Jan-32
Feb-32
Mar-32
Apr-32
May-32
Jun-32
Jul-32
Aug-32
Sep-32
Oct-32
Nov-32
Dec-32
Jan-33
Feb-33
Mar-33
Apr-33
May-33
Jun-33
Jul-33
Aug-33
Sep-33
Oct-33
Nov-33
Dec-33
Jan-34
Feb-34
Mar-34
Apr-34
May-34
Jun-34
Jul-34
Aug-34
Sep-34
Indicator
that 3A2
in effect
(1=yes)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Cachuma
Total Discharges
Downstream
cfs
1) Rounded to nearest 0.25 cfs
5.75
4.50
5.00
6.00
59.75
46.50
24.50
40.75
26.50
8.50
3.25
3.50
4.00
2.00
3.50
3.50
4.00
22.00
30.50
3.50
3.75
4.00
4.00
4.00
4.00
3.75
4.00
25.00
4.50
3.75
4.25
4.50
4.50
4.50
2.00
2.00
2.50
41.00
31.75
21.50
24.50
17.25
19.50
32.75
11.25
3.50
3.50
2.00
4.00
3.00
3.25
3.50
60.00
48.75
42.50
35.00
3.50
3.75
3.75
2.00
2.25
2.25
3.75
3.75
64.75
37.00
40.75
42.00
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
6.25
5.00
5.50
6.00
59.50
46.50
24.25
40.50
26.25
8.50
3.25
3.50
4.00
3.50
3.50
3.50
3.75
21.75
30.25
3.50
3.50
4.00
3.75
3.75
4.00
3.75
3.75
24.75
4.50
3.75
4.00
4.25
4.25
4.50
7.00
4.00
16.75
44.25
32.75
21.75
24.50
17.00
19.50
32.50
11.25
3.50
3.50
4.75
5.00
3.00
3.25
3.50
59.75
48.75
42.25
34.75
3.25
3.75
3.75
4.75
3.50
2.75
3.75
3.75
64.25
37.00
40.50
41.75
5.50
5.00
5.00
5.00
56.25
45.25
20.75
37.00
24.25
7.50
2.50
2.50
2.75
5.25
2.50
2.50
2.50
17.75
26.75
2.50
2.50
2.50
2.50
2.50
2.75
2.50
2.50
21.00
3.50
2.50
2.50
2.50
2.50
2.50
13.75
6.25
38.50
48.00
33.00
21.25
23.25
15.50
17.50
29.00
10.00
2.50
2.50
8.25
5.50
2.50
2.50
2.50
56.25
47.50
40.75
30.00
2.50
2.50
2.50
8.25
4.50
2.50
2.50
2.50
60.50
35.75
36.00
38.75
pg. 3 of 14
3.75
5.00
4.50
2.50
47.25
40.75
8.50
22.25
14.75
4.00
0.50
0.25
0.50
11.25
1.25
0.50
0.00
6.75
13.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
9.00
0.25
0.00
0.00
0.00
0.00
0.00
25.75
9.50
122.75
62.75
35.00
20.00
19.00
10.00
10.00
14.75
4.75
0.00
0.00
17.75
7.00
1.75
1.50
0.50
46.75
42.75
34.75
13.50
0.00
0.00
0.00
16.75
7.50
2.25
0.50
0.25
49.75
31.25
19.50
24.50
4.50
7.25
5.75
1.50
41.75
37.75
3.00
12.75
7.25
1.00
0.00
0.00
0.00
20.50
0.75
0.00
0.00
2.00
5.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.25
0.00
0.00
0.00
0.00
0.00
0.00
50.75
19.50
175.25
86.25
38.25
19.75
15.75
6.75
5.75
7.00
1.25
0.00
0.00
33.50
11.00
1.75
1.25
0.00
41.25
39.75
31.00
5.25
0.00
0.00
0.00
31.50
11.75
3.50
0.00
0.00
43.25
28.00
10.50
13.75
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
3.25
8.00
6.25
0.75
34.75
33.25
0.00
1.00
0.00
0.00
0.00
0.00
0.00
25.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
61.25
18.50
181.25
110.75
42.00
21.00
13.00
3.25
1.00
0.00
0.00
0.00
0.00
42.25
12.25
1.75
1.25
0.00
34.50
35.50
25.00
0.00
0.00
0.00
0.00
37.75
11.75
4.00
0.00
0.00
34.75
23.75
0.75
1.25
4.75
11.00
9.50
2.25
33.75
32.75
0.00
0.00
0.00
0.00
0.00
0.00
0.25
31.25
1.25
1.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.00
0.25
0.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
87.75
25.50
289.25
126.75
49.00
24.25
14.25
3.50
0.50
0.00
0.00
0.00
0.00
53.25
19.00
3.25
2.75
1.25
33.50
34.75
24.25
0.00
0.00
0.00
0.00
50.00
19.50
7.00
1.50
0.50
33.50
23.00
0.00
0.25
Table A-1
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5B
Based on SYRHM , WY 1918-1993
MONTH
Oct-34
Nov-34
Dec-34
Jan-35
Feb-35
Mar-35
Apr-35
May-35
Jun-35
Jul-35
Aug-35
Sep-35
Oct-35
Nov-35
Dec-35
Jan-36
Feb-36
Mar-36
Apr-36
May-36
Jun-36
Jul-36
Aug-36
Sep-36
Oct-36
Nov-36
Dec-36
Jan-37
Feb-37
Mar-37
Apr-37
May-37
Jun-37
Jul-37
Aug-37
Sep-37
Oct-37
Nov-37
Dec-37
Jan-38
Feb-38
Mar-38
Apr-38
May-38
Jun-38
Jul-38
Aug-38
Sep-38
Oct-38
Nov-38
Dec-38
Jan-39
Feb-39
Mar-39
Apr-39
May-39
Jun-39
Jul-39
Aug-39
Sep-39
Oct-39
Nov-39
Dec-39
Jan-40
Feb-40
Mar-40
Apr-40
May-40
Indicator
that 3A2
in effect
(1=yes)
0
0
0
0
0
0
0
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Cachuma
Total Discharges
Downstream
cfs
3.25
3.50
3.75
2.00
2.25
2.00
2.00
20.00
25.00
17.25
66.75
43.25
19.75
14.75
3.50
3.50
2.00
2.00
2.00
3.25
3.75
4.00
40.75
6.75
3.75
4.00
4.00
2.00
2.50
144.00
281.00
18.25
20.50
15.00
18.50
20.00
7.50
14.50
6.00
20.75
556.00
3013.00
263.75
36.75
18.75
12.75
17.50
18.75
7.00
7.25
5.50
20.75
23.00
20.75
4.00
5.50
6.25
58.00
49.50
51.00
6.75
7.00
6.75
5.50
2.75
3.25
5.00
6.00
1) Rounded to nearest 0.25 cfs
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
3.00
3.50
3.50
5.00
3.50
5.25
7.50
20.50
25.00
17.25
66.75
43.00
19.75
14.50
3.25
3.50
11.00
3.50
3.50
3.25
3.75
3.75
40.25
6.75
3.50
4.00
3.75
3.25
22.00
158.75
284.75
19.00
20.75
15.00
18.25
19.75
7.50
14.50
6.00
20.75
573.00
3047.00
267.75
37.00
19.00
13.00
17.50
18.50
6.75
7.25
5.75
21.25
24.00
22.50
4.50
5.50
6.25
58.00
49.50
51.00
6.50
6.75
6.50
5.75
4.25
4.25
5.50
6.00
2.50
2.50
2.50
9.00
4.50
9.75
15.75
20.00
23.25
15.50
63.50
42.00
16.75
13.00
2.50
2.50
24.75
5.25
4.75
2.50
2.50
2.50
35.00
5.50
2.50
2.50
2.50
4.50
52.75
181.00
290.00
20.00
20.25
14.00
16.75
17.75
6.00
12.50
5.00
19.00
597.75
3105.75
273.75
36.50
19.00
12.25
16.00
16.75
5.50
5.75
5.00
20.50
24.25
24.00
5.00
5.00
5.00
54.75
48.00
49.25
5.00
5.00
5.00
5.00
5.25
5.00
5.00
5.00
pg. 4 of 14
0.00
0.00
0.00
20.00
7.75
25.50
44.50
21.00
19.00
10.00
51.50
37.00
6.75
7.50
0.25
0.25
71.75
12.00
10.50
1.50
0.25
0.00
17.25
0.75
0.00
0.00
0.00
6.25
160.75
265.75
308.75
23.50
19.00
10.00
10.00
10.00
1.50
6.25
2.00
14.00
693.75
3344.75
296.00
35.75
19.50
10.00
10.00
10.00
1.50
1.50
2.75
19.00
26.00
30.75
7.00
3.75
2.50
45.00
43.00
42.75
0.25
0.25
0.75
2.75
8.75
7.00
5.00
2.50
0.00
0.00
0.00
37.25
13.25
41.75
74.75
23.75
16.25
6.75
44.00
33.25
1.50
3.50
0.00
0.00
121.00
21.50
15.25
1.25
0.00
0.00
9.00
0.00
0.00
0.00
0.00
12.00
304.75
362.50
332.75
28.00
19.00
8.25
6.75
6.25
0.00
2.75
0.75
11.00
826.00
3500.75
323.75
34.75
21.75
10.25
7.50
7.00
0.00
0.00
2.50
21.00
31.00
41.00
10.00
3.25
1.25
39.75
39.75
39.00
0.00
0.00
0.00
3.00
16.25
12.00
6.50
1.75
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
0.00
0.00
0.00
47.00
16.75
52.75
100.00
28.25
14.75
3.50
33.50
28.00
0.00
0.00
0.00
0.00
152.75
31.50
18.25
1.50
0.00
0.00
0.25
0.00
0.00
0.00
0.00
11.50
441.25
456.00
364.00
36.00
21.25
6.50
2.75
1.50
0.00
0.00
0.00
6.00
961.50
3600.75
359.00
36.50
26.50
10.75
4.00
2.75
0.00
0.00
0.75
20.25
34.75
52.25
14.00
3.50
0.25
33.00
34.75
32.75
0.00
0.00
0.00
1.25
20.50
15.75
8.25
1.25
0.00
0.00
0.00
59.75
23.75
69.50
127.50
31.75
16.00
3.75
32.00
27.25
0.00
0.00
0.00
0.75
192.50
40.00
25.75
3.25
0.50
0.00
0.00
0.00
0.00
0.00
0.00
16.00
534.75
530.50
385.75
39.50
22.75
7.75
2.25
1.00
0.00
0.00
1.00
6.50
1046.50
3827.00
380.75
38.00
28.00
12.25
5.00
3.75
0.00
0.00
3.25
24.00
41.75
61.75
19.00
5.25
1.75
32.00
34.00
31.75
0.00
0.00
0.00
3.50
27.25
22.25
11.75
2.75
Table A-1
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5B
Based on SYRHM , WY 1918-1993
MONTH
Jun-40
Jul-40
Aug-40
Sep-40
Oct-40
Nov-40
Dec-40
Jan-41
Feb-41
Mar-41
Apr-41
May-41
Jun-41
Jul-41
Aug-41
Sep-41
Oct-41
Nov-41
Dec-41
Jan-42
Feb-42
Mar-42
Apr-42
May-42
Jun-42
Jul-42
Aug-42
Sep-42
Oct-42
Nov-42
Dec-42
Jan-43
Feb-43
Mar-43
Apr-43
May-43
Jun-43
Jul-43
Aug-43
Sep-43
Oct-43
Nov-43
Dec-43
Jan-44
Feb-44
Mar-44
Apr-44
May-44
Jun-44
Jul-44
Aug-44
Sep-44
Oct-44
Nov-44
Dec-44
Jan-45
Feb-45
Mar-45
Apr-45
May-45
Jun-45
Jul-45
Aug-45
Sep-45
Oct-45
Nov-45
Dec-45
Jan-46
Indicator
that 3A2
in effect
(1=yes)
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
1
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
0
1
1
1
1
1
1
0
0
0
0
Cachuma
Total Discharges
Downstream
cfs
6.75
64.25
49.25
33.75
25.00
3.25
2.00
2.50
972.50
3096.25
1997.50
294.75
48.75
8.00
11.25
14.50
5.00
5.00
2.75
3.75
5.75
7.75
104.50
7.00
6.00
5.50
6.00
18.25
6.00
6.00
5.75
735.50
514.00
1065.75
170.75
18.25
19.75
13.75
17.75
18.75
6.50
6.50
5.00
4.00
289.75
578.25
77.75
17.75
20.00
15.25
18.00
19.50
7.25
5.00
5.50
5.25
3.50
69.75
43.25
20.00
24.75
16.75
19.25
20.75
21.25
12.25
2.75
5.50
1) Rounded to nearest 0.25 cfs
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
6.50
64.00
49.00
33.25
24.75
3.25
4.00
9.50
1019.25
3151.75
2025.25
299.00
50.00
9.00
11.75
14.75
5.25
5.50
8.50
6.75
7.25
10.75
106.75
8.00
6.50
5.75
6.00
18.00
6.00
6.00
5.75
749.75
520.75
1081.50
173.25
19.00
20.00
13.75
17.50
18.75
6.25
6.50
5.25
4.75
303.75
585.50
79.50
18.75
20.25
15.25
17.75
19.25
7.25
5.50
5.75
5.50
8.50
72.00
44.50
20.25
24.50
16.50
19.25
20.50
21.00
12.00
4.00
5.75
5.00
60.50
47.75
29.25
22.50
2.50
6.75
20.50
1094.75
3247.50
2070.75
306.25
51.75
10.00
11.75
14.00
5.00
5.00
17.25
10.75
8.75
14.50
108.00
9.00
6.25
5.00
5.00
14.75
5.00
5.00
5.00
768.50
532.50
1107.00
177.75
20.00
19.75
13.00
16.00
16.75
5.25
5.25
5.00
5.00
323.50
597.25
81.75
20.00
20.00
14.00
16.25
17.50
6.00
5.00
5.00
5.00
15.50
73.50
45.00
20.00
23.00
15.00
17.25
18.50
18.00
10.75
5.00
5.00
pg. 5 of 14
1.50
48.50
42.25
14.25
12.00
0.25
12.75
55.00
1341.75
3616.50
2249.25
327.75
55.50
12.00
10.00
10.00
3.00
3.25
36.00
20.00
13.00
24.50
114.75
12.25
6.00
2.50
1.50
4.00
0.75
1.50
2.00
856.75
572.00
1211.75
192.00
23.25
19.00
10.00
10.00
10.00
1.50
1.50
3.25
5.25
398.75
637.25
90.50
24.25
19.00
10.00
10.00
10.00
1.50
3.50
2.75
3.25
43.75
84.00
50.75
20.25
19.00
10.00
10.00
10.00
7.50
5.75
8.50
3.50
0.25
42.25
38.50
6.75
5.25
0.00
22.25
103.50
1532.25
3935.50
2384.00
355.50
62.25
16.75
11.75
9.75
3.50
4.00
63.25
34.25
19.00
38.00
124.75
16.75
7.00
1.75
0.50
0.50
0.00
0.25
0.50
935.50
617.25
1301.25
208.75
27.50
20.00
9.00
7.50
7.00
0.25
0.25
3.50
7.75
465.50
677.00
100.75
30.25
19.75
8.00
7.25
6.25
0.00
4.50
2.25
3.25
81.00
92.75
58.75
21.25
16.25
7.25
6.50
5.75
2.50
2.50
15.50
3.25
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
0.00
33.25
33.00
0.00
0.00
0.00
25.50
147.25
1599.75
4199.25
2476.00
387.75
70.00
21.25
12.00
8.00
2.50
3.25
78.25
45.25
24.25
49.25
137.25
23.00
8.50
0.75
0.00
0.00
0.00
0.00
0.00
984.50
671.50
1383.00
231.00
34.00
22.50
8.25
4.00
2.75
0.00
0.00
1.50
8.25
503.50
717.25
115.25
38.75
22.00
6.25
3.50
1.50
0.00
2.75
0.75
2.00
120.00
99.50
71.25
25.00
15.00
4.50
2.00
0.75
0.00
0.00
18.75
2.00
0.50
31.75
32.25
0.00
0.00
0.00
37.25
189.25
1946.75
4506.25
2638.25
415.25
82.00
29.25
18.25
12.50
7.25
8.00
133.50
72.50
40.75
79.00
156.00
31.25
13.25
3.75
2.75
1.00
1.00
2.75
2.75
1031.25
706.75
1447.25
247.00
40.75
26.00
11.25
5.25
3.75
1.25
1.25
5.75
14.50
575.75
758.25
126.00
45.75
25.25
7.50
4.50
1.00
0.25
5.50
3.50
5.00
135.50
109.25
75.25
26.50
14.75
4.00
1.50
0.25
0.00
0.00
20.25
3.25
Table A-1
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5B
Based on SYRHM , WY 1918-1993
MONTH
Feb-46
Mar-46
Apr-46
May-46
Jun-46
Jul-46
Aug-46
Sep-46
Oct-46
Nov-46
Dec-46
Jan-47
Feb-47
Mar-47
Apr-47
May-47
Jun-47
Jul-47
Aug-47
Sep-47
Oct-47
Nov-47
Dec-47
Jan-48
Feb-48
Mar-48
Apr-48
May-48
Jun-48
Jul-48
Aug-48
Sep-48
Oct-48
Nov-48
Dec-48
Jan-49
Feb-49
Mar-49
Apr-49
May-49
Jun-49
Jul-49
Aug-49
Sep-49
Oct-49
Nov-49
Dec-49
Jan-50
Feb-50
Mar-50
Apr-50
May-50
Jun-50
Jul-50
Aug-50
Sep-50
Oct-50
Nov-50
Dec-50
Jan-51
Feb-51
Mar-51
Apr-51
May-51
Jun-51
Jul-51
Aug-51
Sep-51
Indicator
that 3A2
in effect
(1=yes)
0
0
0
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Cachuma
Total Discharges
Downstream
cfs
1) Rounded to nearest 0.25 cfs
5.50
3.25
5.50
23.50
25.50
56.50
49.50
51.00
49.50
5.25
5.00
6.00
6.00
5.75
6.25
56.00
51.00
49.25
49.25
50.75
45.75
24.50
3.50
3.50
4.00
3.75
4.00
4.00
13.25
20.50
3.75
4.25
4.25
4.50
4.25
4.00
4.50
30.00
3.50
29.75
5.00
3.75
4.00
4.50
4.50
4.50
4.00
4.25
33.25
3.25
3.75
52.00
3.25
3.50
4.00
4.25
0.50
0.50
0.50
0.50
0.50
0.50
0.50
14.25
0.50
0.50
0.50
3.75
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
6.00
4.50
7.00
23.75
25.50
56.25
49.50
51.00
49.25
5.75
5.50
6.00
6.25
5.75
6.25
55.75
51.00
49.25
49.00
50.50
45.50
24.25
3.25
3.50
3.75
3.75
4.00
3.75
13.00
20.25
3.50
4.00
4.00
4.25
4.00
4.00
4.50
31.75
3.50
29.50
5.00
3.50
4.00
4.25
4.25
4.50
4.00
4.00
34.25
3.25
3.50
51.50
3.25
3.50
3.75
4.25
0.50
0.50
0.50
0.50
0.50
0.25
0.25
13.75
0.50
0.25
0.25
3.50
5.50
5.50
8.00
22.25
23.75
53.75
48.25
49.50
47.75
5.00
5.00
5.00
5.50
5.00
5.00
53.00
50.00
47.75
47.25
48.50
43.75
20.00
2.50
2.50
2.50
2.50
2.50
2.50
10.50
16.25
2.50
2.50
2.50
2.50
2.50
2.50
2.75
31.75
2.50
26.25
4.00
2.50
2.50
2.50
2.50
2.50
2.50
2.50
33.00
2.50
2.50
47.25
2.50
2.50
2.50
2.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
8.00
0.00
0.00
0.00
0.50
pg. 6 of 14
5.25
10.00
14.50
20.00
19.00
45.00
43.25
43.00
41.25
3.00
3.25
2.25
3.50
3.25
2.75
46.00
46.25
42.75
40.75
41.00
36.50
7.25
0.00
0.00
0.25
0.25
0.25
0.00
4.25
5.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
24.00
0.00
13.25
0.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
19.75
0.00
0.00
28.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.50
11.00
24.50
19.50
16.00
39.75
40.00
39.25
37.25
4.00
4.25
1.50
3.75
2.75
1.75
41.25
43.75
40.00
37.00
36.50
32.25
1.75
0.00
0.00
0.00
0.00
0.00
0.00
1.75
1.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
25.75
0.00
6.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
17.00
0.00
0.00
17.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
7.50
8.25
36.50
20.50
13.50
33.25
35.25
33.25
31.25
3.00
3.75
0.50
3.25
2.75
1.25
37.25
41.50
36.25
31.50
29.75
25.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
13.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.50
0.00
0.00
0.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
9.00
21.00
41.75
21.75
15.00
32.50
34.75
32.25
30.25
5.50
6.75
2.00
6.50
4.50
2.75
36.75
41.00
35.50
30.50
28.75
24.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
31.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
10.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Table A-1
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5B
Based on SYRHM , WY 1918-1993
MONTH
Oct-51
Nov-51
Dec-51
Jan-52
Feb-52
Mar-52
Apr-52
May-52
Jun-52
Jul-52
Aug-52
Sep-52
Oct-52
Nov-52
Dec-52
Jan-53
Feb-53
Mar-53
Apr-53
May-53
Jun-53
Jul-53
Aug-53
Sep-53
Oct-53
Nov-53
Dec-53
Jan-54
Feb-54
Mar-54
Apr-54
May-54
Jun-54
Jul-54
Aug-54
Sep-54
Oct-54
Nov-54
Dec-54
Jan-55
Feb-55
Mar-55
Apr-55
May-55
Jun-55
Jul-55
Aug-55
Sep-55
Oct-55
Nov-55
Dec-55
Jan-56
Feb-56
Mar-56
Apr-56
May-56
Jun-56
Jul-56
Aug-56
Sep-56
Oct-56
Nov-56
Dec-56
Jan-57
Feb-57
Mar-57
Apr-57
May-57
Indicator
that 3A2
in effect
(1=yes)
0
0
0
0
1
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Cachuma
Total Discharges
Downstream
cfs
1) Rounded to nearest 0.25 cfs
0.50
0.50
0.50
2.00
35.75
4.00
174.75
17.75
22.75
14.75
17.00
25.75
14.50
5.00
2.75
30.75
4.25
4.75
5.25
6.00
6.50
63.50
49.50
41.50
35.50
6.00
6.00
10.25
23.00
2.75
3.75
6.00
6.25
67.50
45.50
51.00
30.75
13.50
3.25
2.00
3.00
3.25
3.50
3.00
4.00
34.25
50.75
8.75
3.50
3.75
2.00
2.00
2.00
2.00
2.00
2.00
3.50
3.50
31.00
18.75
3.75
3.75
3.50
3.25
2.25
2.00
3.00
3.25
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
0.25
0.25
0.50
25.50
37.25
26.25
177.50
18.75
23.00
15.00
17.00
25.50
14.50
5.25
5.75
33.25
5.00
5.25
5.50
6.00
6.25
63.25
49.50
41.50
35.25
6.00
6.00
11.00
23.75
5.50
4.50
6.00
6.25
67.25
45.50
50.75
30.75
13.50
3.25
2.50
3.25
3.25
3.50
3.25
3.75
34.00
50.50
8.75
3.25
3.75
12.50
15.50
4.25
3.00
3.50
2.75
3.50
3.50
30.75
18.75
3.75
3.50
3.50
3.25
3.00
2.50
3.25
3.25
0.00
0.00
0.00
58.00
33.75
61.25
178.25
20.00
22.50
14.25
16.00
22.75
13.25
5.00
10.25
35.50
5.50
5.00
5.00
5.00
5.00
60.00
48.25
40.00
31.00
5.00
5.00
11.00
23.50
9.50
5.00
5.00
5.00
63.75
44.25
46.00
28.50
12.50
2.50
2.75
2.75
2.50
2.50
2.50
2.50
29.25
47.00
7.75
2.50
2.50
28.50
37.25
7.00
3.75
5.25
3.00
2.50
2.50
26.00
16.00
2.75
2.50
2.50
2.50
3.00
2.50
2.50
2.50
pg. 7 of 14
0.00
0.00
0.00
181.75
25.50
156.00
177.00
22.25
19.00
10.00
10.00
10.50
7.75
2.75
17.50
42.50
7.25
5.25
4.75
2.75
2.00
49.00
43.00
33.75
15.50
1.50
1.50
12.00
22.50
19.50
8.00
2.50
2.25
51.75
38.75
27.75
18.25
8.00
0.50
2.75
1.75
1.25
1.00
1.50
0.00
15.50
31.00
3.00
0.00
0.00
58.00
87.00
14.00
6.50
10.75
5.25
1.00
0.50
11.25
5.50
0.00
0.00
0.00
0.25
2.50
2.25
1.50
1.00
0.00
0.00
0.00
307.50
31.75
307.75
195.50
28.00
16.50
8.25
7.75
4.25
4.50
1.75
29.00
54.50
10.25
6.00
4.00
1.00
0.50
42.75
39.00
29.50
6.75
0.00
0.00
13.25
23.25
33.25
12.75
0.75
1.00
44.50
34.75
16.25
9.25
3.75
0.00
1.75
1.25
0.75
0.25
1.75
0.00
8.00
19.75
0.00
0.00
0.00
101.50
136.25
23.25
10.00
16.00
8.75
0.25
0.25
4.75
0.50
0.00
0.00
0.00
0.00
3.25
3.50
1.50
0.75
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
0.00
0.00
0.00
429.25
17.50
444.25
205.50
33.50
12.75
5.25
3.75
0.00
0.25
0.00
29.50
62.75
13.75
7.75
3.50
0.25
0.00
34.50
33.50
23.00
0.00
0.00
0.00
9.50
20.25
41.50
17.75
0.00
0.00
34.25
28.75
2.75
0.25
0.00
0.00
0.00
0.00
0.00
0.00
1.00
0.00
0.00
3.75
0.00
0.00
0.00
109.75
145.00
30.00
13.50
19.25
13.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.25
1.75
0.25
0.00
0.00
0.00
0.00
535.50
22.00
585.75
210.25
34.00
12.75
5.25
4.00
0.00
1.00
3.50
59.75
79.75
17.25
9.50
6.00
0.75
0.50
33.00
32.50
22.00
0.00
0.00
0.00
10.50
25.00
64.00
21.25
0.00
1.25
32.50
28.00
1.50
0.00
0.00
0.00
4.50
2.75
1.00
1.50
2.00
0.00
0.00
1.50
0.00
0.00
0.00
209.00
261.50
49.25
21.75
31.75
18.50
1.50
1.25
0.00
0.00
0.00
0.00
0.00
0.75
6.25
4.25
1.50
1.25
Table A-1
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5B
Based on SYRHM , WY 1918-1993
MONTH
Jun-57
Jul-57
Aug-57
Sep-57
Oct-57
Nov-57
Dec-57
Jan-58
Feb-58
Mar-58
Apr-58
May-58
Jun-58
Jul-58
Aug-58
Sep-58
Oct-58
Nov-58
Dec-58
Jan-59
Feb-59
Mar-59
Apr-59
May-59
Jun-59
Jul-59
Aug-59
Sep-59
Oct-59
Nov-59
Dec-59
Jan-60
Feb-60
Mar-60
Apr-60
May-60
Jun-60
Jul-60
Aug-60
Sep-60
Oct-60
Nov-60
Dec-60
Jan-61
Feb-61
Mar-61
Apr-61
May-61
Jun-61
Jul-61
Aug-61
Sep-61
Oct-61
Nov-61
Dec-61
Jan-62
Feb-62
Mar-62
Apr-62
May-62
Jun-62
Jul-62
Aug-62
Sep-62
Oct-62
Nov-62
Dec-62
Jan-63
Indicator
that 3A2
in effect
(1=yes)
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
Cachuma
Total Discharges
Downstream
cfs
1) Rounded to nearest 0.25 cfs
70.75
12.75
48.25
13.50
4.25
5.25
3.75
2.00
2.25
3.00
572.50
145.50
16.25
12.25
17.00
18.75
7.00
7.25
6.25
5.00
34.00
3.75
5.00
5.75
6.25
62.75
49.50
36.00
28.00
16.00
6.00
5.75
32.50
5.75
5.00
6.00
6.50
3.75
45.00
3.50
3.75
3.50
3.50
3.75
4.25
3.75
4.00
28.75
5.50
3.75
4.00
4.50
4.50
5.25
2.25
2.00
2.50
28.50
29.75
19.50
24.25
16.50
19.25
28.75
6.00
6.50
6.25
6.00
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
70.50
12.75
47.75
13.50
4.25
5.00
3.50
2.75
15.00
20.00
600.00
149.00
17.50
12.50
17.00
18.75
6.75
7.00
6.25
5.25
37.50
4.50
5.50
5.75
6.25
62.50
49.50
35.75
27.75
15.75
5.75
5.75
33.25
5.75
5.50
6.00
6.25
3.75
44.50
3.50
3.50
3.75
3.50
3.75
4.00
3.75
3.75
28.50
5.25
3.50
4.00
4.25
4.25
5.00
2.75
2.75
50.00
36.25
31.50
20.00
24.50
16.50
19.00
28.50
6.00
6.25
6.00
6.00
66.50
11.25
44.00
12.25
3.25
3.75
2.50
3.00
35.00
48.00
643.25
155.25
19.00
12.25
15.50
17.00
5.75
5.75
5.00
5.00
41.50
5.00
5.00
5.00
5.00
59.25
48.25
31.75
25.50
14.75
5.00
5.00
32.50
5.00
5.00
5.00
5.00
2.50
39.25
2.50
2.50
2.50
2.50
2.50
2.75
2.50
2.50
24.50
4.25
2.50
2.50
2.50
2.50
3.25
2.50
2.75
127.50
48.00
33.00
20.00
23.00
15.00
17.25
25.25
5.00
5.00
5.00
5.00
pg. 8 of 14
54.50
5.75
27.25
6.25
0.00
0.25
0.00
3.25
87.25
136.25
814.25
176.50
23.50
10.00
10.00
10.00
1.50
1.50
1.50
3.50
53.50
6.75
4.75
3.25
2.50
48.50
42.75
16.75
15.00
9.75
2.25
2.75
30.75
3.25
4.50
2.50
2.00
0.00
20.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
11.50
0.50
0.00
0.00
0.00
0.00
0.00
0.25
0.75
348.50
79.00
39.00
20.25
19.00
10.00
10.00
12.25
1.00
1.00
1.25
2.00
47.00
2.50
16.75
1.75
0.00
0.00
0.00
4.25
161.00
255.25
1009.75
200.50
30.25
8.75
7.25
6.75
0.00
0.00
0.00
3.75
73.50
9.50
4.00
1.75
1.25
42.50
39.25
8.50
7.25
5.25
0.25
1.00
29.25
1.50
3.75
1.00
0.50
0.00
11.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
618.00
122.00
47.00
20.50
15.50
7.00
5.75
5.25
0.00
0.00
0.00
0.25
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
35.25
0.00
2.75
0.00
0.00
0.00
0.00
1.00
209.25
369.00
1209.25
231.75
39.50
6.50
3.25
2.25
0.00
0.00
0.00
1.75
86.75
12.00
2.75
0.75
0.50
33.75
33.75
0.00
0.00
0.25
0.00
0.00
22.00
0.00
1.75
0.00
0.00
0.00
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
842.25
136.50
49.00
18.25
10.50
2.75
0.75
0.00
0.00
0.00
0.00
0.00
33.25
0.00
1.50
0.00
0.00
0.00
0.00
5.00
304.50
482.25
1351.50
246.25
46.50
9.50
4.50
3.25
1.00
1.00
1.00
4.50
111.25
16.75
6.00
2.25
2.00
32.50
33.00
0.00
0.00
0.00
0.00
0.75
30.25
1.25
7.00
1.25
0.00
0.00
0.00
0.00
0.00
0.75
1.50
0.00
0.00
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.75
7.00
1177.50
197.25
59.25
23.00
12.00
3.75
0.25
0.00
0.00
0.00
0.50
1.00
Table A-1
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5B
Based on SYRHM , WY 1918-1993
MONTH
Feb-63
Mar-63
Apr-63
May-63
Jun-63
Jul-63
Aug-63
Sep-63
Oct-63
Nov-63
Dec-63
Jan-64
Feb-64
Mar-64
Apr-64
May-64
Jun-64
Jul-64
Aug-64
Sep-64
Oct-64
Nov-64
Dec-64
Jan-65
Feb-65
Mar-65
Apr-65
May-65
Jun-65
Jul-65
Aug-65
Sep-65
Oct-65
Nov-65
Dec-65
Jan-66
Feb-66
Mar-66
Apr-66
May-66
Jun-66
Jul-66
Aug-66
Sep-66
Oct-66
Nov-66
Dec-66
Jan-67
Feb-67
Mar-67
Apr-67
May-67
Jun-67
Jul-67
Aug-67
Sep-67
Oct-67
Nov-67
Dec-67
Jan-68
Feb-68
Mar-68
Apr-68
May-68
Jun-68
Jul-68
Aug-68
Sep-68
Indicator
that 3A2
in effect
(1=yes)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
1
1
0
0
0
1
1
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
Cachuma
Total Discharges
Downstream
cfs
1) Rounded to nearest 0.25 cfs
2.75
2.75
2.75
5.00
6.00
6.50
38.75
3.50
3.75
4.00
3.75
3.75
4.00
3.75
4.00
31.50
6.00
3.50
4.00
4.25
4.25
4.50
4.25
2.00
4.00
3.25
2.00
3.00
67.25
47.50
18.50
6.50
3.50
2.00
2.00
2.25
21.50
47.00
36.00
22.50
24.00
16.75
67.75
50.50
48.75
50.50
2.25
2.50
17.75
304.25
892.75
327.00
18.25
15.25
59.25
45.00
7.00
7.50
6.00
5.75
5.75
30.75
5.25
6.00
57.75
6.00
17.00
36.50
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
5.75
5.00
4.00
5.25
6.25
6.50
38.50
3.50
3.50
3.75
3.75
3.75
4.00
3.75
3.75
31.00
6.00
3.50
3.75
4.25
4.25
4.25
4.25
2.75
4.00
3.50
6.25
3.25
66.75
47.25
18.25
6.25
3.50
6.25
6.00
7.00
24.00
48.00
36.25
22.75
24.00
16.75
67.50
50.25
48.75
50.25
5.00
12.25
21.50
306.50
895.75
331.00
18.75
15.00
59.25
45.00
7.00
7.25
6.00
6.00
6.00
31.25
5.50
6.00
57.75
6.00
16.75
36.25
9.50
7.75
5.00
5.00
5.00
5.00
34.00
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
27.25
5.00
2.50
2.50
2.50
2.50
2.50
2.50
3.00
2.75
2.50
12.00
2.50
61.25
45.25
16.75
5.50
2.50
12.25
11.75
14.00
26.50
48.00
35.00
22.00
22.75
15.25
64.75
49.25
47.25
48.75
8.50
27.00
26.50
307.00
899.75
337.00
19.00
14.00
56.75
44.00
5.75
5.75
5.00
5.00
5.25
30.50
5.00
5.00
54.75
5.00
13.75
33.00
pg. 9 of 14
15.00
12.50
6.75
4.00
2.50
1.00
17.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
14.25
1.25
0.00
0.00
0.00
0.00
0.00
0.00
0.75
0.00
0.00
21.50
0.25
38.50
32.00
8.00
1.00
0.00
18.50
20.75
31.50
32.00
49.25
33.00
20.00
19.00
10.00
52.50
44.00
41.50
43.00
21.25
71.75
50.75
319.25
918.75
364.00
20.00
10.00
47.25
39.25
1.50
1.50
2.00
2.50
4.00
29.75
5.00
2.50
46.75
1.50
4.00
18.50
23.00
19.25
9.50
4.00
1.50
0.00
8.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.25
0.00
0.00
34.25
0.00
25.00
20.50
1.50
0.00
0.00
27.75
34.00
56.00
40.75
51.75
29.25
18.00
16.00
6.75
44.75
40.00
37.25
38.75
40.25
135.50
74.00
326.25
925.50
385.00
20.25
7.50
43.25
36.75
0.00
0.00
1.00
1.75
4.50
31.75
5.75
1.00
41.75
0.25
0.75
10.25
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
16.50
16.25
7.50
2.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
21.25
0.00
4.00
4.00
0.00
0.00
0.00
15.25
31.50
71.00
44.75
54.50
26.50
17.00
14.00
3.25
33.75
34.00
31.00
32.50
58.00
195.25
98.50
336.75
936.25
409.75
20.75
5.25
37.00
32.75
0.00
0.00
0.00
0.25
4.00
33.25
7.00
0.25
36.25
0.00
0.00
0.25
48.00
42.50
22.25
8.25
3.00
1.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.50
0.50
1.25
45.75
1.25
3.75
2.75
0.00
0.00
0.00
59.50
70.25
108.75
69.50
63.00
29.25
20.00
15.25
3.50
32.00
33.25
30.25
31.75
65.50
259.00
106.75
343.75
951.75
417.25
24.00
4.75
36.00
32.25
0.00
0.25
1.25
1.50
5.25
36.00
8.75
0.00
35.25
0.00
0.00
0.00
Table A-1
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5B
Based on SYRHM , WY 1918-1993
MONTH
Oct-68
Nov-68
Dec-68
Jan-69
Feb-69
Mar-69
Apr-69
May-69
Jun-69
Jul-69
Aug-69
Sep-69
Oct-69
Nov-69
Dec-69
Jan-70
Feb-70
Mar-70
Apr-70
May-70
Jun-70
Jul-70
Aug-70
Sep-70
Oct-70
Nov-70
Dec-70
Jan-71
Feb-71
Mar-71
Apr-71
May-71
Jun-71
Jul-71
Aug-71
Sep-71
Oct-71
Nov-71
Dec-71
Jan-72
Feb-72
Mar-72
Apr-72
May-72
Jun-72
Jul-72
Aug-72
Sep-72
Oct-72
Nov-72
Dec-72
Jan-73
Feb-73
Mar-73
Apr-73
May-73
Jun-73
Jul-73
Aug-73
Sep-73
Oct-73
Nov-73
Dec-73
Jan-74
Feb-74
Mar-74
Apr-74
May-74
Indicator
that 3A2
in effect
(1=yes)
0
0
0
0
1
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
0
0
1
Cachuma
Total Discharges
Downstream
cfs
24.25
12.00
6.00
2050.00
3347.25
1257.25
296.25
89.50
16.50
13.00
16.50
18.25
6.50
6.00
5.50
4.50
4.75
32.50
5.50
6.00
6.50
58.50
49.50
18.50
25.00
14.50
2.75
4.50
5.50
5.50
6.00
6.25
57.75
49.50
49.50
32.75
24.75
13.75
2.50
5.25
5.75
6.00
6.25
55.75
50.75
3.50
25.00
39.50
26.00
2.50
3.25
2.00
2.50
248.50
126.50
18.00
20.75
15.75
18.25
19.50
7.50
13.25
6.00
2.75
4.25
5.50
7.00
22.50
1) Rounded to nearest 0.25 cfs
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
24.00
12.00
5.75
2083.00
3391.50
1272.25
301.25
91.75
17.75
13.25
16.50
18.00
6.50
6.00
5.75
5.00
5.25
35.50
5.75
6.00
6.25
58.25
49.50
18.25
24.75
14.50
4.00
5.00
6.00
5.50
6.00
6.00
57.50
49.50
49.50
32.25
24.50
13.75
4.00
5.50
6.00
6.00
6.25
55.50
50.75
3.50
24.75
39.25
26.00
2.75
3.25
10.75
24.00
254.75
129.00
19.00
21.00
15.75
18.25
19.25
7.25
13.00
6.00
9.00
5.00
7.25
7.75
22.75
22.00
11.00
5.00
2132.50
3467.50
1296.50
310.00
94.75
19.00
12.50
15.00
16.50
5.25
5.00
5.00
5.00
5.50
39.00
5.25
5.00
5.00
55.00
48.00
15.00
22.00
13.50
5.50
5.00
5.50
5.00
5.00
5.00
54.50
48.25
47.75
28.00
22.00
12.50
5.75
5.00
5.25
5.00
5.00
52.75
49.75
2.50
21.00
36.00
23.75
2.50
2.50
24.75
59.00
262.75
132.50
20.00
20.50
14.50
16.50
17.50
6.00
11.25
5.00
18.25
5.50
9.00
8.00
21.75
pg. 10 of 14
12.75
6.75
2.25
2368.50
3818.00
1407.50
338.75
106.75
23.50
10.00
10.00
10.00
1.50
2.00
2.50
5.00
6.75
55.00
4.75
3.00
2.25
44.75
43.00
4.50
11.00
9.75
10.75
5.25
4.50
4.00
3.50
2.50
46.25
43.75
41.75
12.75
11.50
7.50
11.50
4.00
4.00
2.75
2.75
46.50
46.50
0.00
8.25
20.75
14.25
1.50
0.50
60.50
180.25
291.75
145.00
24.00
19.00
10.00
10.00
10.00
1.50
5.25
1.75
43.75
7.25
14.75
9.75
20.00
6.00
3.25
0.25
2653.00
4144.75
1543.75
360.00
120.00
29.50
8.50
7.75
7.50
0.25
1.75
1.75
7.25
10.50
73.50
4.00
1.50
0.75
39.50
39.75
0.75
4.75
7.00
14.50
7.00
4.50
3.25
2.25
1.00
41.00
41.00
38.25
5.75
5.00
3.75
19.25
4.00
3.50
1.25
1.25
42.00
44.25
0.00
2.75
12.00
7.00
0.75
0.00
99.25
334.75
318.75
159.75
26.50
17.50
7.50
7.00
6.25
0.00
2.25
0.50
81.25
10.75
23.00
13.00
19.75
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
0.00
0.00
0.00
2973.25
4491.75
1713.50
375.25
135.50
36.25
6.75
4.50
3.50
0.00
0.25
0.25
8.50
14.50
91.00
3.75
0.75
0.00
33.00
35.00
0.00
0.00
2.00
12.00
7.25
3.75
2.25
1.25
0.00
35.75
37.50
32.75
0.00
0.00
0.00
22.75
3.50
3.00
0.25
0.50
37.75
42.00
0.00
0.00
0.75
0.00
0.00
0.00
111.50
485.00
338.50
180.25
30.00
16.50
5.00
2.75
1.50
0.00
0.00
0.00
107.50
13.75
29.75
17.00
20.75
0.00
0.00
0.00
3105.50
4641.50
1759.00
406.00
145.75
43.00
9.25
5.75
4.50
1.25
1.50
3.00
11.25
17.75
103.25
5.25
0.75
0.00
31.50
34.25
0.00
0.00
1.00
16.75
10.00
7.25
3.75
2.75
0.00
34.50
37.00
32.00
0.00
0.00
0.00
24.75
4.25
4.25
0.00
0.25
36.50
41.50
0.00
0.00
0.00
0.00
1.75
0.00
177.75
607.00
383.50
194.75
35.00
19.50
6.00
3.00
1.00
0.25
0.25
1.00
150.50
19.25
44.50
23.75
23.75
Table A-1
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5B
Based on SYRHM , WY 1918-1993
MONTH
Jun-74
Jul-74
Aug-74
Sep-74
Oct-74
Nov-74
Dec-74
Jan-75
Feb-75
Mar-75
Apr-75
May-75
Jun-75
Jul-75
Aug-75
Sep-75
Oct-75
Nov-75
Dec-75
Jan-76
Feb-76
Mar-76
Apr-76
May-76
Jun-76
Jul-76
Aug-76
Sep-76
Oct-76
Nov-76
Dec-76
Jan-77
Feb-77
Mar-77
Apr-77
May-77
Jun-77
Jul-77
Aug-77
Sep-77
Oct-77
Nov-77
Dec-77
Jan-78
Feb-78
Mar-78
Apr-78
May-78
Jun-78
Jul-78
Aug-78
Sep-78
Oct-78
Nov-78
Dec-78
Jan-79
Feb-79
Mar-79
Apr-79
May-79
Jun-79
Jul-79
Aug-79
Sep-79
Oct-79
Nov-79
Dec-79
Jan-80
Indicator
that 3A2
in effect
(1=yes)
1
1
1
1
0
0
0
0
0
0
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
0
1
1
1
1
1
1
0
0
0
0
Cachuma
Total Discharges
Downstream
cfs
25.25
17.00
19.25
25.00
21.50
6.00
2.75
5.00
34.00
74.50
81.25
17.75
20.75
15.00
18.25
19.50
6.25
6.50
6.25
6.25
32.75
5.00
5.50
6.00
57.75
49.50
49.25
39.00
22.25
6.00
6.00
6.00
6.75
3.25
3.50
3.75
4.00
43.75
3.50
4.00
4.00
4.25
4.00
2.00
147.50
2331.25
581.50
118.50
16.25
9.50
15.00
18.00
5.75
6.00
5.50
2.75
6.75
339.00
182.00
17.75
19.25
15.00
18.50
19.75
14.00
11.00
5.75
2.75
1) Rounded to nearest 0.25 cfs
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
25.25
17.00
19.25
25.00
21.25
5.75
5.25
5.25
41.25
87.25
83.50
19.00
21.00
15.00
18.25
19.25
6.00
6.25
6.25
6.00
33.75
5.25
5.75
6.00
57.75
49.50
49.25
38.75
22.00
6.00
6.00
6.00
6.50
3.25
3.50
3.50
3.75
43.25
3.50
3.75
4.00
4.00
4.00
11.25
186.00
2367.50
592.75
121.25
17.50
10.00
15.25
18.00
5.75
6.00
5.75
5.00
12.00
344.50
185.50
18.75
19.75
15.00
18.25
19.50
14.00
11.00
5.75
4.50
23.50
15.25
17.25
21.75
19.00
5.00
8.50
5.00
51.50
107.75
86.00
20.00
20.50
14.00
16.50
17.50
5.00
5.00
5.00
5.00
33.50
5.00
5.00
5.00
54.75
48.25
47.75
34.00
19.75
5.00
5.00
5.00
5.50
2.50
2.50
2.50
2.50
38.25
2.50
2.50
2.50
2.50
2.50
24.75
248.00
2427.75
612.00
124.75
19.00
10.25
14.25
16.50
5.00
5.00
5.00
8.25
19.50
350.25
191.00
20.00
19.50
14.00
16.75
17.75
12.25
9.50
5.00
6.75
pg. 11 of 14
19.00
10.00
10.00
10.00
9.75
2.00
14.25
4.00
78.00
161.75
94.75
24.25
19.00
10.00
10.00
10.00
1.00
1.00
1.25
1.75
32.25
4.50
4.00
3.00
47.00
44.00
41.75
17.50
10.00
1.75
1.75
2.00
2.50
0.75
0.75
0.50
0.00
22.75
0.00
0.00
0.00
0.00
0.00
52.00
434.25
2660.75
675.00
138.25
24.25
10.00
10.00
10.00
1.75
1.75
2.50
16.00
40.75
371.00
211.00
24.50
19.00
10.00
10.00
10.00
6.00
4.50
2.25
13.00
16.00
7.00
6.25
4.00
3.75
0.00
22.75
3.75
116.00
236.00
105.50
30.00
17.50
7.75
7.00
6.25
0.00
0.00
0.00
0.25
34.50
4.50
3.50
1.50
41.75
41.25
38.00
9.25
3.75
0.00
0.00
0.25
0.50
0.00
0.00
0.00
0.00
14.00
0.00
0.00
0.00
0.00
0.00
86.25
692.00
2950.25
753.50
155.75
30.00
11.50
9.25
7.25
0.50
0.50
2.00
29.00
72.00
401.75
235.00
30.25
18.75
7.75
6.75
6.00
2.75
1.50
0.50
23.25
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
13.75
3.75
1.50
0.00
0.00
0.00
20.50
2.00
141.25
296.50
119.00
38.50
16.00
5.00
3.00
1.50
0.00
0.00
0.00
0.00
31.00
3.75
2.25
0.25
35.75
37.00
32.00
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.00
0.00
0.00
0.00
0.00
0.00
85.25
922.00
3269.00
842.75
178.75
36.50
12.50
7.25
2.75
0.00
0.00
0.25
37.00
98.50
431.25
266.25
38.25
18.50
4.75
2.25
1.00
0.00
0.00
0.00
28.25
15.00
4.00
1.75
0.00
0.00
0.25
44.25
4.75
203.00
406.50
134.75
45.25
20.75
6.50
4.00
1.75
1.00
1.00
1.00
1.25
40.25
6.75
5.75
1.75
34.75
36.50
31.25
0.00
0.00
0.00
0.00
0.75
1.00
1.25
0.00
1.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
155.25
1195.50
3464.25
910.75
194.50
43.25
17.00
10.00
4.00
2.50
2.75
3.00
54.50
137.25
474.75
282.75
45.25
23.25
6.25
2.50
1.00
0.25
0.25
1.25
38.50
Table A-1
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5B
Based on SYRHM , WY 1918-1993
MONTH
Feb-80
Mar-80
Apr-80
May-80
Jun-80
Jul-80
Aug-80
Sep-80
Oct-80
Nov-80
Dec-80
Jan-81
Feb-81
Mar-81
Apr-81
May-81
Jun-81
Jul-81
Aug-81
Sep-81
Oct-81
Nov-81
Dec-81
Jan-82
Feb-82
Mar-82
Apr-82
May-82
Jun-82
Jul-82
Aug-82
Sep-82
Oct-82
Nov-82
Dec-82
Jan-83
Feb-83
Mar-83
Apr-83
May-83
Jun-83
Jul-83
Aug-83
Sep-83
Oct-83
Nov-83
Dec-83
Jan-84
Feb-84
Mar-84
Apr-84
May-84
Jun-84
Jul-84
Aug-84
Sep-84
Oct-84
Nov-84
Dec-84
Jan-85
Feb-85
Mar-85
Apr-85
May-85
Jun-85
Jul-85
Aug-85
Sep-85
Indicator
that 3A2
in effect
(1=yes)
0
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
1
0
0
0
0
0
0
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
Cachuma
Total Discharges
Downstream
cfs
1152.00
652.75
115.50
16.75
18.00
14.00
18.50
19.50
7.25
7.25
6.25
4.75
4.50
30.75
2.75
4.75
5.75
7.00
20.00
38.50
25.25
12.75
5.75
5.50
6.25
30.75
2.75
4.75
6.25
59.75
49.50
51.00
6.75
6.25
2.50
211.00
1008.25
3168.50
933.75
469.75
83.50
7.75
10.00
14.75
4.00
5.50
211.00
77.25
28.25
7.00
33.25
22.50
24.25
16.25
19.00
20.50
17.25
11.50
4.50
5.75
5.75
5.25
6.00
6.25
57.75
49.25
11.25
38.00
1) Rounded to nearest 0.25 cfs
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
1177.50
664.50
117.75
18.25
18.75
14.00
18.25
19.50
7.00
7.25
6.25
5.25
5.25
39.25
4.00
5.25
6.00
6.75
19.75
38.25
25.00
12.50
5.75
5.50
6.25
31.75
5.75
5.00
6.25
59.50
49.50
51.00
6.50
6.25
6.00
228.75
1032.50
3193.50
948.00
478.00
86.00
8.75
10.50
15.00
4.75
5.75
213.75
78.50
29.25
7.50
33.75
22.75
24.25
16.25
19.00
20.25
17.00
11.25
5.00
5.75
6.00
5.50
6.00
6.25
57.50
49.25
11.25
37.75
1215.00
684.75
120.50
20.00
19.00
13.25
16.50
17.50
5.75
5.75
5.00
5.00
5.50
51.50
5.50
5.00
5.00
5.25
16.25
34.75
23.00
11.50
5.00
5.00
5.50
31.75
10.00
5.00
5.00
56.25
48.25
49.50
5.00
5.00
10.25
255.25
1072.50
3235.25
972.50
491.25
90.00
10.00
10.75
14.00
5.00
5.00
214.50
80.25
30.25
8.25
33.00
21.75
22.75
14.75
17.00
18.00
14.25
10.00
5.00
5.00
5.50
5.00
5.00
5.00
54.25
48.00
9.25
33.25
pg. 12 of 14
1359.75
753.00
131.25
27.25
20.25
10.00
10.00
10.00
1.50
1.50
1.50
3.75
6.50
89.00
10.50
4.75
3.25
1.50
5.25
20.00
13.75
7.25
2.25
3.25
3.75
34.75
27.00
5.50
2.25
46.50
43.25
43.00
0.25
1.50
27.25
330.00
1195.75
3429.75
1060.75
544.25
103.25
12.50
10.00
10.00
4.75
3.00
216.00
86.25
34.75
11.50
33.50
20.00
19.00
10.00
10.00
10.00
5.00
5.00
3.75
2.75
4.25
4.00
3.25
2.50
46.00
43.50
3.25
16.75
1550.75
837.00
144.25
34.00
21.25
8.25
7.00
6.50
0.00
0.00
0.00
4.50
9.75
143.25
17.50
5.75
2.75
0.25
1.25
11.50
6.75
3.75
0.50
2.00
2.75
39.25
49.00
6.50
0.75
41.25
40.00
39.00
0.00
1.00
48.75
440.50
1354.75
3548.25
1126.25
591.75
122.50
17.50
12.75
9.75
7.75
2.75
227.00
93.00
39.75
15.25
32.75
17.75
16.00
7.25
6.75
6.00
1.00
2.00
4.00
1.75
4.25
3.75
2.50
1.00
41.00
41.00
0.75
9.00
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
1740.00
933.75
162.75
42.50
22.25
5.75
3.00
1.50
0.00
0.00
0.00
2.25
10.75
190.25
25.50
7.50
2.50
0.00
0.00
0.25
0.00
0.00
0.00
0.00
0.50
41.25
72.50
8.00
0.00
34.00
34.75
32.75
0.00
0.00
65.25
532.75
1512.75
3637.75
1169.50
635.75
146.00
22.50
14.50
8.25
9.25
1.50
234.25
102.25
48.00
21.75
34.00
17.25
14.50
4.50
2.25
0.75
0.00
0.00
1.25
0.25
2.75
3.00
1.75
0.00
35.25
37.00
0.00
0.00
1890.75
1001.75
175.50
49.25
27.00
8.25
3.25
1.75
0.25
0.25
1.00
6.50
15.50
249.75
34.00
10.75
4.00
0.50
0.25
0.00
0.00
0.00
0.75
2.25
1.75
43.75
83.25
9.50
0.50
32.75
34.25
32.00
0.00
1.00
70.50
672.75
1686.00
3799.50
1257.25
667.00
160.25
30.50
19.25
11.25
13.75
6.25
256.50
111.00
53.50
25.25
37.50
18.75
15.00
4.00
1.75
0.25
0.00
0.25
6.25
1.50
6.00
6.00
3.00
0.00
34.00
36.50
0.00
0.00
Table A-1
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5B
Based on SYRHM , WY 1918-1993
MONTH
Oct-85
Nov-85
Dec-85
Jan-86
Feb-86
Mar-86
Apr-86
May-86
Jun-86
Jul-86
Aug-86
Sep-86
Oct-86
Nov-86
Dec-86
Jan-87
Feb-87
Mar-87
Apr-87
May-87
Jun-87
Jul-87
Aug-87
Sep-87
Oct-87
Nov-87
Dec-87
Jan-88
Feb-88
Mar-88
Apr-88
May-88
Jun-88
Jul-88
Aug-88
Sep-88
Oct-88
Nov-88
Dec-88
Jan-89
Feb-89
Mar-89
Apr-89
May-89
Jun-89
Jul-89
Aug-89
Sep-89
Oct-89
Nov-89
Dec-89
Jan-90
Feb-90
Mar-90
Apr-90
May-90
Jun-90
Jul-90
Aug-90
Sep-90
Oct-90
Nov-90
Dec-90
Jan-91
Feb-91
Mar-91
Apr-91
May-91
Indicator
that 3A2
in effect
(1=yes)
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
Cachuma
Total Discharges
Downstream
cfs
1) Rounded to nearest 0.25 cfs
18.00
3.25
3.25
2.50
2.50
23.50
31.75
19.50
23.25
16.50
19.25
20.50
18.25
6.25
6.00
5.75
6.75
30.75
6.00
6.00
6.25
6.50
33.00
18.25
6.00
6.50
6.25
5.25
6.25
30.50
5.00
3.00
60.50
36.50
27.25
34.75
3.25
3.75
3.75
3.75
3.75
3.75
3.75
3.75
19.25
36.25
9.75
3.75
4.00
4.25
4.00
4.00
4.50
4.00
4.25
22.50
3.75
8.00
5.25
5.25
7.25
5.50
4.25
4.25
4.50
2.00
31.75
25.50
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
18.00
3.25
3.25
2.75
13.75
33.00
32.75
20.00
23.25
16.50
19.00
20.50
18.25
6.00
6.00
5.75
6.75
31.75
6.00
6.00
6.25
6.50
32.75
18.00
6.00
6.50
6.25
5.50
6.25
31.25
5.25
3.00
60.50
36.50
27.00
34.50
3.25
3.50
3.50
3.50
3.75
3.50
3.75
3.75
19.00
36.00
9.75
3.75
3.75
4.00
4.00
4.00
4.25
3.75
4.00
22.25
3.50
7.75
5.00
5.00
7.00
5.25
4.00
4.00
4.50
11.50
33.25
25.75
15.75
2.50
2.50
2.50
31.50
48.00
33.00
20.00
22.25
15.00
17.25
18.25
15.25
5.00
5.00
5.00
5.50
31.50
5.00
5.00
5.00
5.00
28.25
15.75
5.00
5.00
5.00
5.00
5.25
30.75
5.00
2.50
57.50
35.25
23.25
31.25
2.50
2.50
2.50
2.50
2.75
2.50
2.50
2.50
15.50
32.50
8.50
2.50
2.50
2.50
2.50
2.50
2.75
2.50
2.50
18.00
2.50
6.00
3.50
3.25
5.00
3.50
2.50
2.50
2.75
25.75
33.25
24.75
pg. 13 of 14
7.25
0.25
0.50
1.50
78.00
84.50
35.75
20.75
19.00
10.00
10.00
10.00
5.50
1.50
1.75
2.75
2.50
30.75
3.25
2.75
2.00
1.00
13.75
5.75
1.00
0.75
1.25
2.75
2.50
32.25
4.75
1.25
49.00
31.25
10.50
17.75
0.00
0.00
0.00
0.00
0.50
0.25
0.25
0.00
6.00
19.25
3.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.25
0.00
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
57.25
33.00
20.00
2.00
0.00
0.00
1.25
142.75
135.50
40.00
20.50
17.25
7.25
6.50
5.75
1.25
0.00
0.25
1.25
0.75
31.25
1.75
1.00
0.50
0.00
7.00
1.00
0.00
0.00
0.00
1.75
1.00
37.50
5.50
0.25
43.50
28.50
4.50
9.25
0.00
0.00
0.00
0.00
0.25
0.00
0.00
0.00
2.00
11.75
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
110.25
41.50
19.00
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
0.00
0.00
0.00
0.00
185.00
171.75
45.75
20.50
17.00
4.25
2.00
0.75
0.00
0.00
0.00
0.00
0.00
26.25
0.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
36.50
4.75
0.00
34.50
24.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
146.25
40.25
14.50
0.00
0.00
0.50
1.75
270.75
262.00
53.00
25.25
18.50
4.00
1.50
0.25
0.00
0.25
1.00
2.50
1.25
38.00
1.75
0.50
0.00
0.00
0.00
0.00
0.00
0.00
0.25
1.75
1.00
36.25
6.25
1.25
33.25
23.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
208.25
37.75
11.50
Table A-1
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5B
Based on SYRHM , WY 1918-1993
MONTH
Jun-91
Jul-91
Aug-91
Sep-91
Oct-91
Nov-91
Dec-91
Jan-92
Feb-92
Mar-92
Apr-92
May-92
Jun-92
Jul-92
Aug-92
Sep-92
Oct-92
Nov-92
Dec-92
Jan-93
Feb-93
Mar-93
Apr-93
May-93
Jun-93
Jul-93
Aug-93
Sep-93
Indicator
that 3A2
in effect
(1=yes)
1
1
1
1
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
1
1
1
1
1
1
1
1
Cachuma
Total Discharges
Downstream
cfs
33.25
26.25
39.50
18.50
5.50
3.75
3.25
2.00
2.25
38.00
29.00
19.25
21.75
15.75
65.75
51.00
16.50
13.25
5.75
411.75
2025.75
1049.75
476.50
101.00
16.25
10.25
15.75
19.00
1) Rounded to nearest 0.25 cfs
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
33.00
26.25
39.25
18.50
5.25
3.75
3.50
2.50
18.00
42.50
31.00
19.75
22.00
15.75
65.50
51.00
16.50
13.00
5.75
423.75
2050.00
1063.50
482.50
103.50
17.50
10.75
15.75
18.75
30.25
24.00
36.50
17.00
4.25
2.50
2.50
2.50
42.75
48.00
33.00
20.00
21.25
14.50
62.75
49.75
14.50
11.25
5.00
439.75
2092.00
1085.50
492.50
107.00
19.00
10.50
14.75
17.00
pg. 14 of 14
19.00
13.50
22.75
10.00
0.50
0.00
0.25
2.00
127.25
69.75
43.75
22.00
19.00
10.00
51.00
44.50
7.50
5.50
2.25
502.75
2238.25
1178.00
533.00
121.25
25.00
10.00
10.00
10.00
11.75
6.75
13.00
4.75
0.00
0.00
0.00
3.25
244.00
100.25
57.25
25.00
18.50
7.25
44.00
40.75
3.50
2.25
0.75
594.50
2419.25
1284.75
584.50
135.25
31.00
10.50
9.00
7.00
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
2.75
0.00
1.00
0.00
0.00
0.00
0.00
1.25
352.00
133.50
75.50
30.25
19.50
4.25
34.00
35.25
0.00
0.00
0.00
684.75
2620.75
1411.75
651.75
151.75
37.00
9.75
7.00
2.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.25
430.50
152.25
78.50
33.25
20.75
5.25
32.50
34.50
0.00
0.00
2.25
739.75
2756.75
1464.75
671.50
160.50
42.00
12.75
8.00
2.00
Table A-2
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5C
Based on SYRHM , WY 1918-1993
MONTH
Oct-17
Nov-17
Dec-17
Jan-18
Feb-18
Mar-18
Apr-18
May-18
Jun-18
Jul-18
Aug-18
Sep-18
Oct-18
Nov-18
Dec-18
Jan-19
Feb-19
Mar-19
Apr-19
May-19
Jun-19
Jul-19
Aug-19
Sep-19
Oct-19
Nov-19
Dec-19
Jan-20
Feb-20
Mar-20
Apr-20
May-20
Jun-20
Jul-20
Aug-20
Sep-20
Oct-20
Nov-20
Dec-20
Jan-21
Feb-21
Mar-21
Apr-21
May-21
Jun-21
Jul-21
Aug-21
Sep-21
Oct-21
Nov-21
Dec-21
Jan-22
Feb-22
Mar-22
Apr-22
May-22
Jun-22
Jul-22
Aug-22
Sep-22
Oct-22
Nov-22
Dec-22
Jan-23
Feb-23
Mar-23
Apr-23
Indicator
that 3A2
in effect
(1=yes)
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
1
0
0
0
0
0
0
0
Cachuma
Total Discharges
Downstream
cfs
8.00
7.75
7.25
6.75
835.75
2068.00
293.50
79.50
16.75
13.50
17.75
18.75
7.00
6.25
6.00
20.75
23.00
20.75
6.00
6.00
6.50
62.00
7.25
36.75
23.75
8.75
5.50
5.75
4.00
2.50
3.00
5.50
6.50
63.00
6.25
46.00
26.75
15.50
3.25
2.25
2.25
2.00
3.25
3.25
4.00
4.00
79.00
36.50
42.25
12.50
2.00
2.00
2.50
33.25
115.75
18.50
22.00
15.25
18.25
19.75
6.25
6.75
2.75
20.75
23.00
20.75
5.00
1) Rounded to nearest 0.25 cfs
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
7.75
7.50
7.00
6.75
856.50
2080.50
298.75
81.25
17.75
13.75
17.75
18.50
7.00
6.25
6.00
20.75
23.25
21.00
6.00
5.75
6.25
61.75
7.25
36.25
23.75
8.75
5.50
5.75
4.75
5.25
4.00
5.75
6.25
62.75
6.00
45.75
26.75
15.25
3.25
2.75
3.00
3.00
3.25
3.25
3.75
3.75
78.75
36.50
42.00
12.25
10.00
6.50
18.75
39.25
118.25
19.25
22.00
15.25
18.00
19.50
6.25
6.50
5.00
21.25
23.50
20.75
5.25
5.00
5.00
5.00
5.00
883.50
2102.25
306.75
84.00
19.00
13.00
16.00
17.00
5.75
5.25
5.00
19.00
22.50
20.25
5.00
5.00
5.00
58.25
5.75
32.25
21.50
7.75
5.00
5.00
5.25
9.25
5.00
5.00
5.00
59.25
5.00
41.25
24.50
14.00
2.50
2.50
3.25
3.75
2.50
2.50
2.50
2.50
73.75
35.25
37.75
11.25
22.75
13.25
45.50
48.00
120.75
20.00
21.25
14.00
16.50
17.50
5.00
5.00
7.50
20.00
23.00
19.75
5.00
pg. 1 of 14
0.25
0.25
0.50
1.00
998.50
2181.25
337.00
94.00
22.75
10.00
10.00
10.00
1.50
1.50
2.00
14.00
21.00
19.00
3.25
3.00
2.00
47.50
1.50
16.75
12.25
4.25
2.75
2.50
7.25
22.00
9.25
3.75
2.25
48.50
0.75
23.50
14.50
9.50
0.50
2.00
4.50
6.75
1.50
1.25
0.25
0.00
56.25
29.75
21.75
6.75
57.75
35.50
142.50
81.25
133.00
23.50
19.00
10.00
10.00
10.00
0.75
0.75
13.00
17.00
22.50
18.00
5.25
0.00
0.00
0.00
0.00
1163.00
2208.50
368.50
107.25
29.50
9.25
7.50
7.25
0.00
0.25
1.00
11.00
20.00
18.50
1.50
1.75
0.75
41.75
0.00
9.00
5.75
1.50
1.25
1.00
10.75
32.50
15.50
3.50
0.75
42.50
0.00
13.75
7.00
5.00
0.00
2.25
7.25
11.75
1.50
0.75
0.00
0.00
46.75
25.75
12.00
2.75
106.25
66.25
238.00
120.00
149.00
28.75
18.00
8.00
7.00
6.25
0.00
0.00
23.00
17.25
23.50
16.75
6.00
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
0.00
0.00
0.00
0.00
1325.25
2205.00
403.25
126.25
38.00
8.00
3.75
2.75
0.00
0.00
0.00
5.75
16.25
17.25
0.50
0.75
0.00
33.25
0.00
0.00
0.00
0.00
0.00
0.00
10.50
34.00
21.00
3.75
0.00
33.50
0.00
1.25
0.00
0.00
0.00
1.00
7.25
14.75
1.50
0.75
0.00
0.00
31.50
19.50
1.25
0.00
142.75
97.00
318.75
161.00
171.00
37.50
19.00
6.25
3.00
1.75
0.00
0.00
25.50
15.75
24.25
16.50
8.00
0.00
0.00
0.00
1.00
1430.75
2345.50
431.50
135.00
45.00
11.00
4.75
3.75
1.00
1.25
1.25
6.75
19.50
20.25
0.25
2.25
0.00
31.75
0.00
0.00
0.25
0.75
1.00
1.00
14.75
49.25
28.00
5.25
1.50
32.00
0.00
0.25
0.00
0.00
0.00
2.50
11.50
21.00
2.75
2.00
0.50
1.00
29.25
18.75
0.25
0.00
196.50
122.00
400.75
192.00
185.25
41.00
20.50
7.50
2.50
1.25
0.00
0.00
41.50
19.25
29.50
18.00
10.50
Table A-2
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5C
Based on SYRHM , WY 1918-1993
MONTH
May-23
Jun-23
Jul-23
Aug-23
Sep-23
Oct-23
Nov-23
Dec-23
Jan-24
Feb-24
Mar-24
Apr-24
May-24
Jun-24
Jul-24
Aug-24
Sep-24
Oct-24
Nov-24
Dec-24
Jan-25
Feb-25
Mar-25
Apr-25
May-25
Jun-25
Jul-25
Aug-25
Sep-25
Oct-25
Nov-25
Dec-25
Jan-26
Feb-26
Mar-26
Apr-26
May-26
Jun-26
Jul-26
Aug-26
Sep-26
Oct-26
Nov-26
Dec-26
Jan-27
Feb-27
Mar-27
Apr-27
May-27
Jun-27
Jul-27
Aug-27
Sep-27
Oct-27
Nov-27
Dec-27
Jan-28
Feb-28
Mar-28
Apr-28
May-28
Jun-28
Jul-28
Aug-28
Sep-28
Oct-28
Nov-28
Indicator
that 3A2
in effect
(1=yes)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Cachuma
Total Discharges
Downstream
cfs
1) Rounded to nearest 0.25 cfs
5.50
6.25
6.25
69.75
51.00
49.25
11.50
6.25
6.25
6.50
4.50
6.25
6.25
6.50
6.50
31.00
35.50
23.00
10.00
3.25
3.50
4.00
3.25
2.00
3.50
4.00
20.25
45.75
9.50
3.50
3.75
3.75
3.75
2.25
2.00
2.25
19.25
25.00
16.75
19.75
32.50
72.75
2.00
2.00
2.00
3.25
148.00
68.00
19.25
22.75
15.50
18.75
20.25
6.25
6.50
6.25
20.75
22.00
20.75
5.50
5.75
6.25
62.00
49.50
51.00
49.25
6.75
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
5.75
6.00
6.25
69.50
51.00
49.25
11.25
6.25
6.25
6.50
5.00
6.25
6.00
6.50
6.50
30.75
35.25
23.00
10.00
3.25
3.50
4.00
3.25
3.00
3.50
3.75
20.00
45.50
9.25
3.50
3.75
3.50
3.50
4.75
2.75
15.50
20.00
25.00
16.75
19.50
32.25
72.75
3.75
2.75
2.75
28.00
151.25
70.00
19.75
22.75
15.50
18.50
20.25
6.25
6.50
6.25
20.75
24.00
21.75
5.50
5.75
6.00
62.00
49.50
50.75
49.00
6.75
5.00
5.00
5.00
65.75
49.75
47.75
9.50
5.00
5.00
5.25
5.00
5.00
5.00
5.00
5.00
26.25
32.00
21.00
9.00
2.50
2.50
2.75
2.50
3.25
2.50
2.50
16.25
41.50
8.25
2.50
2.50
2.50
2.50
8.00
3.00
36.50
20.00
23.50
15.25
17.50
28.75
70.25
6.25
3.50
3.25
68.50
154.75
72.50
20.00
21.75
14.25
16.75
18.00
5.00
5.00
5.00
18.75
25.75
22.25
5.00
5.00
5.00
58.75
48.25
49.25
47.50
5.00
pg. 2 of 14
3.50
2.75
1.50
51.75
44.25
41.75
3.75
1.50
2.00
2.50
5.00
3.00
2.50
1.75
1.00
11.75
18.25
12.00
5.00
0.50
0.25
0.50
1.00
4.75
0.50
0.25
5.75
25.25
3.00
0.00
0.00
0.00
0.00
15.25
3.50
104.50
21.25
19.00
10.00
10.00
14.50
59.00
11.50
5.25
5.75
226.50
172.50
82.50
21.25
19.00
10.00
10.00
10.00
0.75
1.00
1.25
13.00
32.00
24.25
4.25
3.25
2.50
48.25
43.00
42.50
40.75
0.50
3.00
1.50
0.50
44.50
40.50
38.00
1.00
0.25
0.50
1.00
6.75
1.75
1.00
0.50
0.00
5.50
10.25
5.50
2.00
0.00
0.00
0.00
0.75
8.50
0.00
0.00
1.50
15.75
0.25
0.00
0.00
0.00
0.00
28.25
6.00
162.50
25.00
16.50
7.25
5.75
7.00
49.75
18.75
8.25
9.50
385.00
183.00
94.75
23.25
17.25
8.00
6.75
6.00
0.00
0.00
0.25
9.50
36.50
27.25
3.75
2.00
1.00
42.25
39.25
38.50
36.50
0.00
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
3.50
1.25
0.00
33.00
34.50
32.00
0.00
0.00
0.00
0.00
7.00
0.75
0.00
0.00
0.00
0.00
0.25
0.00
0.00
0.00
0.00
0.00
0.00
8.75
0.00
0.00
0.00
2.00
0.00
0.00
0.00
0.00
0.00
30.00
5.00
185.25
29.00
14.25
4.00
1.00
0.00
34.75
21.25
9.50
13.00
527.25
190.00
112.50
28.00
17.25
5.75
2.50
1.00
0.00
0.00
0.00
3.75
32.75
28.00
3.50
1.25
0.00
34.00
34.00
32.00
30.00
0.00
5.00
2.75
1.25
31.50
33.75
31.25
0.00
1.00
1.25
1.25
11.25
2.25
1.25
1.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.25
12.50
0.75
0.75
0.00
0.25
0.00
0.00
0.00
0.25
0.25
44.75
11.00
263.50
35.75
15.75
5.25
0.50
0.00
32.00
32.00
15.50
17.75
637.25
213.25
123.25
31.50
18.50
7.00
2.00
0.50
0.00
0.75
1.00
4.50
44.75
35.00
5.25
2.75
1.50
32.50
33.25
31.00
29.25
0.00
Table A-2
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5C
Based on SYRHM , WY 1918-1993
MONTH
Dec-28
Jan-29
Feb-29
Mar-29
Apr-29
May-29
Jun-29
Jul-29
Aug-29
Sep-29
Oct-29
Nov-29
Dec-29
Jan-30
Feb-30
Mar-30
Apr-30
May-30
Jun-30
Jul-30
Aug-30
Sep-30
Oct-30
Nov-30
Dec-30
Jan-31
Feb-31
Mar-31
Apr-31
May-31
Jun-31
Jul-31
Aug-31
Sep-31
Oct-31
Nov-31
Dec-31
Jan-32
Feb-32
Mar-32
Apr-32
May-32
Jun-32
Jul-32
Aug-32
Sep-32
Oct-32
Nov-32
Dec-32
Jan-33
Feb-33
Mar-33
Apr-33
May-33
Jun-33
Jul-33
Aug-33
Sep-33
Oct-33
Nov-33
Dec-33
Jan-34
Feb-34
Mar-34
Apr-34
May-34
Jun-34
Indicator
that 3A2
in effect
(1=yes)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Cachuma
Total Discharges
Downstream
cfs
1) Rounded to nearest 0.25 cfs
6.50
6.25
5.75
4.50
5.00
6.00
59.75
45.75
24.50
40.75
26.50
8.50
3.25
3.50
4.00
2.00
3.50
3.50
4.00
22.00
30.50
3.50
3.75
4.00
4.00
4.00
4.00
3.75
4.00
25.00
4.50
3.75
4.25
4.50
4.50
4.50
2.00
2.00
2.25
41.00
31.75
21.50
24.50
17.25
19.50
32.50
11.25
3.50
3.50
2.00
4.00
5.75
3.25
3.50
59.75
48.75
48.75
34.75
3.50
3.75
3.75
2.00
2.25
2.25
3.75
3.75
64.50
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
6.50
6.25
6.25
5.00
5.50
6.00
59.50
45.50
24.25
40.50
26.25
8.50
3.25
3.50
4.00
3.50
3.50
3.50
3.75
21.75
30.25
3.50
3.50
4.00
3.75
3.75
4.00
3.75
3.75
24.75
4.50
3.75
4.00
4.25
4.25
4.50
7.00
4.00
16.50
44.25
32.75
21.75
24.50
17.00
19.50
32.25
11.00
3.50
3.50
4.75
5.00
5.75
3.25
3.50
59.50
48.75
48.75
34.50
3.25
3.75
3.75
4.75
3.50
2.75
3.75
3.75
64.25
5.00
5.00
5.50
5.00
5.00
5.00
56.25
44.50
20.75
37.00
24.25
7.50
2.50
2.50
2.75
5.25
2.50
2.50
2.50
17.75
26.75
2.50
2.50
2.50
2.50
2.50
2.75
2.50
2.50
21.00
3.50
2.50
2.50
2.50
2.50
2.50
13.75
6.25
38.50
48.00
33.00
21.25
23.25
15.50
17.50
28.75
9.75
2.50
2.50
8.25
5.50
5.00
2.50
2.50
56.00
47.50
47.00
30.00
2.50
2.50
2.50
8.25
4.50
2.50
2.50
2.50
60.50
pg. 3 of 14
1.00
1.50
3.75
5.00
4.50
2.50
47.25
40.00
8.75
22.25
14.75
4.00
0.50
0.25
0.50
11.25
1.25
0.50
0.00
6.75
13.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
9.00
0.25
0.00
0.00
0.00
0.00
0.00
25.75
9.50
122.50
62.75
35.00
20.00
19.00
10.00
10.00
14.75
4.50
0.00
0.00
17.75
7.00
3.50
1.50
0.75
46.75
42.75
40.75
13.50
0.00
0.00
0.00
16.75
7.50
2.25
0.50
0.25
49.50
0.00
0.25
4.50
7.25
5.75
1.50
41.75
36.75
3.00
12.75
7.25
1.00
0.00
0.00
0.00
20.50
0.75
0.00
0.00
2.00
5.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.25
0.00
0.00
0.00
0.00
0.00
0.00
50.75
19.50
175.25
86.25
38.25
19.75
15.75
6.75
5.75
7.00
1.25
0.00
0.00
33.50
11.00
3.25
1.25
0.00
41.25
39.75
36.75
5.50
0.00
0.00
0.00
31.75
11.75
3.75
0.00
0.00
43.00
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
0.00
0.00
3.25
8.00
6.25
0.75
34.75
32.50
0.00
1.00
0.00
0.00
0.00
0.00
0.00
25.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
61.25
18.50
181.00
110.75
42.00
21.00
13.00
3.25
1.00
0.00
0.00
0.00
0.00
42.25
12.25
3.00
1.25
0.00
34.50
35.50
30.50
0.00
0.00
0.00
0.00
38.00
12.00
4.00
0.00
0.00
34.75
1.00
1.25
4.75
11.00
9.50
2.25
33.75
32.00
0.00
0.00
0.00
0.00
0.00
0.00
0.25
31.25
1.25
1.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.00
0.25
0.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
87.75
25.50
289.00
126.75
49.00
24.25
14.25
3.50
0.50
0.00
0.00
0.00
0.00
53.00
19.00
4.50
2.75
1.25
33.50
35.00
29.75
0.00
0.00
0.00
0.00
50.25
19.75
7.00
1.50
0.50
33.50
Table A-2
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5C
Based on SYRHM , WY 1918-1993
MONTH
Jul-34
Aug-34
Sep-34
Oct-34
Nov-34
Dec-34
Jan-35
Feb-35
Mar-35
Apr-35
May-35
Jun-35
Jul-35
Aug-35
Sep-35
Oct-35
Nov-35
Dec-35
Jan-36
Feb-36
Mar-36
Apr-36
May-36
Jun-36
Jul-36
Aug-36
Sep-36
Oct-36
Nov-36
Dec-36
Jan-37
Feb-37
Mar-37
Apr-37
May-37
Jun-37
Jul-37
Aug-37
Sep-37
Oct-37
Nov-37
Dec-37
Jan-38
Feb-38
Mar-38
Apr-38
May-38
Jun-38
Jul-38
Aug-38
Sep-38
Oct-38
Nov-38
Dec-38
Jan-39
Feb-39
Mar-39
Apr-39
May-39
Jun-39
Jul-39
Aug-39
Sep-39
Oct-39
Nov-39
Dec-39
Jan-40
Indicator
that 3A2
in effect
(1=yes)
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Cachuma
Total Discharges
Downstream
cfs
47.00
39.25
41.50
3.25
3.50
3.75
2.00
2.25
2.00
2.00
20.00
25.00
17.25
66.75
44.50
19.75
14.75
3.50
3.50
2.00
2.00
2.00
3.25
3.75
4.00
40.75
6.75
3.75
4.00
4.00
2.00
2.50
82.50
280.75
18.25
20.50
15.00
18.50
20.00
7.50
14.75
6.00
20.75
553.50
3013.50
263.75
36.50
18.75
12.75
17.50
18.75
7.00
7.25
5.50
20.75
23.00
20.75
4.00
5.50
6.25
58.00
49.50
51.00
6.75
7.00
6.75
5.50
1) Rounded to nearest 0.25 cfs
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
47.00
39.00
41.50
3.00
3.50
3.50
5.00
3.50
5.25
7.50
20.50
25.00
17.25
66.75
44.50
19.50
14.75
3.25
3.50
11.00
3.50
3.50
3.25
3.75
3.75
40.25
6.75
3.50
4.00
3.75
3.25
22.00
97.25
284.50
19.00
20.75
15.00
18.25
19.75
7.50
14.75
6.00
20.75
570.50
3047.50
267.50
36.50
19.00
13.00
17.50
18.50
6.75
7.25
5.75
21.25
24.00
22.50
4.50
5.50
6.25
58.00
49.50
51.00
6.50
6.75
6.50
5.75
45.75
34.75
38.50
2.50
2.50
2.50
9.00
4.50
9.75
15.75
20.00
23.25
15.50
63.50
43.25
16.50
13.25
2.50
2.50
24.75
5.25
4.75
2.50
2.50
2.50
35.00
5.50
2.50
2.50
2.50
4.50
52.75
120.00
289.00
20.00
20.25
14.00
16.75
17.75
6.00
12.75
5.00
19.00
595.25
3106.25
273.50
36.25
19.00
12.25
16.00
16.75
5.50
5.75
5.00
20.50
24.25
24.00
5.00
5.00
5.00
54.75
48.00
49.25
5.00
5.00
5.00
5.00
pg. 4 of 14
40.75
18.75
24.00
0.00
0.00
0.00
20.00
7.75
25.50
44.50
21.00
19.00
10.00
51.50
38.25
6.50
7.50
0.25
0.25
71.75
12.00
10.50
1.50
0.25
0.00
17.25
0.75
0.00
0.00
0.00
6.25
160.75
205.50
307.25
23.50
19.00
10.00
10.00
10.00
1.50
6.25
2.00
14.00
691.25
3345.25
295.75
35.50
19.50
10.00
10.00
10.00
1.50
1.50
2.75
19.00
26.00
30.75
7.00
3.75
2.50
45.00
43.00
42.75
0.25
0.25
0.75
2.75
37.25
9.75
13.50
0.00
0.00
0.00
37.25
13.25
41.75
74.75
23.75
16.25
6.75
44.25
34.50
1.50
3.50
0.00
0.00
121.00
21.50
15.25
1.25
0.00
0.00
9.00
0.00
0.00
0.00
0.00
12.00
304.75
303.00
331.00
28.00
19.00
8.25
6.75
6.25
0.00
3.00
0.75
11.00
823.50
3501.00
323.50
34.50
21.75
10.25
7.50
7.00
0.00
0.00
2.50
21.00
31.00
41.00
10.00
3.25
1.25
39.75
39.75
39.00
0.00
0.00
0.00
3.00
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
32.50
0.50
1.25
0.00
0.00
0.00
47.00
16.75
52.75
99.75
28.25
14.75
3.50
33.50
29.00
0.00
0.00
0.00
0.00
152.75
31.50
18.50
1.50
0.00
0.00
0.25
0.00
0.00
0.00
0.00
11.50
441.25
396.75
362.25
36.00
21.25
6.50
2.75
1.50
0.00
0.00
0.00
6.00
959.25
3601.25
358.75
36.00
26.50
10.75
4.00
2.75
0.00
0.00
0.75
20.25
34.75
52.25
14.00
3.50
0.25
33.00
34.75
32.75
0.00
0.00
0.00
1.25
31.75
0.00
0.25
0.00
0.00
0.00
59.50
23.50
69.25
127.50
31.75
16.00
3.75
32.00
28.50
0.00
0.00
0.00
0.75
192.50
40.00
25.75
3.25
0.50
0.00
0.00
0.00
0.00
0.00
0.00
16.00
534.75
471.50
384.00
39.50
22.75
7.75
2.25
1.00
0.00
0.00
1.00
6.50
1044.25
3827.25
380.50
37.75
28.00
12.25
5.00
3.75
0.00
0.00
3.25
24.00
41.75
61.75
19.00
5.25
1.75
32.00
34.00
31.75
0.00
0.00
0.00
3.50
Table A-2
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5C
Based on SYRHM , WY 1918-1993
MONTH
Feb-40
Mar-40
Apr-40
May-40
Jun-40
Jul-40
Aug-40
Sep-40
Oct-40
Nov-40
Dec-40
Jan-41
Feb-41
Mar-41
Apr-41
May-41
Jun-41
Jul-41
Aug-41
Sep-41
Oct-41
Nov-41
Dec-41
Jan-42
Feb-42
Mar-42
Apr-42
May-42
Jun-42
Jul-42
Aug-42
Sep-42
Oct-42
Nov-42
Dec-42
Jan-43
Feb-43
Mar-43
Apr-43
May-43
Jun-43
Jul-43
Aug-43
Sep-43
Oct-43
Nov-43
Dec-43
Jan-44
Feb-44
Mar-44
Apr-44
May-44
Jun-44
Jul-44
Aug-44
Sep-44
Oct-44
Nov-44
Dec-44
Jan-45
Feb-45
Mar-45
Apr-45
May-45
Jun-45
Jul-45
Aug-45
Indicator
that 3A2
in effect
(1=yes)
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
1
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
0
1
1
1
1
1
Cachuma
Total Discharges
Downstream
cfs
2.75
3.25
5.00
6.00
6.75
64.25
49.25
33.75
25.00
3.25
2.25
2.50
966.50
3096.75
1997.75
294.25
48.25
8.00
11.25
14.50
5.00
5.00
2.75
3.75
5.75
6.50
104.50
7.00
6.00
5.50
6.00
18.25
6.00
6.00
5.75
733.75
514.25
1065.75
170.50
18.25
19.75
13.75
17.75
18.75
6.50
6.50
5.00
4.00
288.00
578.25
77.50
17.75
20.00
15.25
18.00
19.50
7.25
5.00
5.50
5.25
3.50
67.75
43.00
20.00
24.75
16.75
19.25
1) Rounded to nearest 0.25 cfs
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
4.25
4.25
5.50
6.00
6.50
64.00
49.00
33.25
24.75
3.25
4.25
9.50
1013.25
3152.25
2025.25
298.50
49.75
9.00
11.75
14.75
5.25
5.50
8.50
6.75
7.25
9.50
106.50
8.00
6.50
5.75
6.00
18.00
6.00
6.00
5.75
748.00
521.00
1081.50
173.25
19.00
20.00
13.75
17.50
18.75
6.25
6.50
5.25
4.75
302.00
585.50
79.25
18.75
20.25
15.25
17.75
19.25
7.25
5.50
5.75
5.50
8.50
70.00
44.00
20.25
24.50
16.50
19.25
5.25
5.00
5.00
5.00
5.00
60.50
47.75
29.25
22.50
2.50
6.75
20.50
1088.50
3248.25
2070.75
306.00
51.25
10.00
11.75
14.00
5.00
5.00
17.25
10.75
8.75
13.25
107.75
9.00
6.25
5.00
5.00
14.75
5.00
5.00
5.00
766.75
532.75
1107.00
177.50
20.00
19.75
13.00
16.00
16.75
5.25
5.25
5.00
5.00
321.75
597.00
81.75
20.00
20.00
14.00
16.25
17.50
6.00
5.00
5.00
5.00
15.50
71.50
44.75
20.00
23.00
15.00
17.25
pg. 5 of 14
8.75
7.00
5.00
2.50
1.50
48.50
42.25
14.25
12.00
0.25
13.00
55.00
1335.75
3617.00
2249.25
327.50
55.25
12.00
10.00
10.00
3.00
3.25
36.00
20.00
13.00
23.25
114.50
12.25
6.00
2.50
1.50
4.00
0.75
1.50
2.00
855.00
572.00
1211.75
191.75
23.25
19.00
10.00
10.00
10.00
1.50
1.50
3.25
5.25
397.00
637.00
90.25
24.25
19.00
10.00
10.00
10.00
1.50
3.50
2.75
3.25
43.75
82.00
50.50
20.25
19.00
10.00
10.00
16.25
12.00
6.50
1.75
0.25
42.25
38.50
6.75
5.25
0.00
22.50
103.50
1526.00
3936.00
2384.00
355.25
62.00
16.75
11.75
9.75
3.50
4.00
63.25
34.25
19.00
37.00
124.50
16.75
7.00
1.75
0.50
0.50
0.00
0.25
0.50
933.75
617.50
1301.25
208.50
27.50
20.00
9.00
7.50
7.00
0.25
0.25
3.50
7.75
463.75
676.75
100.50
30.25
19.75
8.00
7.25
6.25
0.00
4.50
2.25
3.25
81.00
90.50
58.50
21.25
16.25
7.25
6.50
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
20.50
15.75
8.25
1.25
0.00
33.25
33.00
0.00
0.00
0.00
25.50
147.25
1593.75
4199.75
2476.00
387.25
69.50
21.25
12.00
8.00
2.50
3.25
78.25
45.25
24.25
48.25
137.00
22.75
8.25
0.75
0.00
0.00
0.00
0.00
0.00
982.75
671.50
1383.00
230.75
34.00
22.50
8.25
4.00
2.75
0.00
0.00
1.50
8.25
501.75
717.00
115.00
38.75
22.00
6.25
3.50
1.50
0.00
2.75
0.75
2.00
120.00
97.50
71.00
25.00
15.00
4.50
2.00
27.25
22.25
11.75
2.75
0.50
31.75
32.25
0.00
0.00
0.00
37.25
189.25
1940.75
4506.75
2638.25
414.75
81.50
29.25
18.25
12.50
7.25
8.00
133.50
72.50
40.75
78.00
155.75
31.25
13.25
3.75
2.75
1.00
1.00
2.75
2.75
1029.75
706.75
1447.25
247.00
40.75
26.00
11.25
5.25
3.75
1.25
1.25
5.75
14.50
574.00
758.25
125.75
45.75
25.25
7.50
4.50
1.00
0.25
5.50
3.50
5.00
135.50
107.25
75.00
26.50
14.75
4.00
1.50
Table A-2
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5C
Based on SYRHM , WY 1918-1993
MONTH
Sep-45
Oct-45
Nov-45
Dec-45
Jan-46
Feb-46
Mar-46
Apr-46
May-46
Jun-46
Jul-46
Aug-46
Sep-46
Oct-46
Nov-46
Dec-46
Jan-47
Feb-47
Mar-47
Apr-47
May-47
Jun-47
Jul-47
Aug-47
Sep-47
Oct-47
Nov-47
Dec-47
Jan-48
Feb-48
Mar-48
Apr-48
May-48
Jun-48
Jul-48
Aug-48
Sep-48
Oct-48
Nov-48
Dec-48
Jan-49
Feb-49
Mar-49
Apr-49
May-49
Jun-49
Jul-49
Aug-49
Sep-49
Oct-49
Nov-49
Dec-49
Jan-50
Feb-50
Mar-50
Apr-50
May-50
Jun-50
Jul-50
Aug-50
Sep-50
Oct-50
Nov-50
Dec-50
Jan-51
Feb-51
Mar-51
Indicator
that 3A2
in effect
(1=yes)
1
0
0
0
0
0
0
0
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Cachuma
Total Discharges
Downstream
cfs
1) Rounded to nearest 0.25 cfs
20.75
21.25
12.25
2.75
5.50
5.50
3.25
5.50
23.50
25.50
56.50
49.50
51.00
49.50
5.25
5.00
6.00
6.00
5.75
6.25
56.00
51.00
49.25
49.25
50.75
47.50
24.50
3.50
3.50
4.00
3.75
4.00
4.00
13.25
20.50
3.75
4.25
4.25
4.50
4.25
4.00
4.50
30.00
3.50
29.75
5.00
3.75
4.00
4.50
4.50
4.50
4.00
4.25
33.25
3.25
3.75
52.00
3.25
3.50
4.00
4.25
0.50
0.50
0.50
0.50
0.50
0.50
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
20.50
21.00
12.00
4.00
5.75
6.00
4.50
7.00
23.75
25.50
56.25
49.50
51.00
49.25
5.75
5.50
6.00
6.25
5.75
6.25
55.75
51.00
49.25
49.00
50.75
47.25
24.00
3.25
3.50
3.75
3.75
4.00
3.75
13.00
20.25
3.50
4.00
4.00
4.25
4.00
4.00
4.50
31.75
3.50
29.50
5.00
3.50
4.00
4.25
4.25
4.50
4.00
4.00
34.25
3.25
3.50
51.50
3.25
3.50
3.75
4.25
0.50
0.50
0.50
0.50
0.50
0.25
18.50
18.00
10.75
5.00
5.00
5.50
5.50
8.00
22.25
23.75
53.75
48.25
49.50
47.75
5.00
5.00
5.00
5.50
5.00
5.00
53.00
50.00
47.75
47.25
48.75
45.25
19.75
2.50
2.50
2.50
2.50
2.50
2.50
10.50
16.50
2.50
2.50
2.50
2.50
2.50
2.50
2.75
31.75
2.50
26.25
4.00
2.50
2.50
2.50
2.50
2.50
2.50
2.50
33.00
2.50
2.50
47.25
2.50
2.50
2.50
2.50
0.00
0.00
0.00
0.00
0.00
0.00
pg. 6 of 14
10.00
7.50
5.75
8.50
3.50
5.25
10.00
14.50
20.00
19.00
45.00
43.25
43.00
41.25
3.00
3.25
2.25
3.50
3.25
2.75
46.00
46.25
42.75
40.75
41.00
38.00
7.00
0.00
0.00
0.25
0.25
0.25
0.00
4.25
5.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
24.00
0.00
13.25
0.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
19.75
0.00
0.00
28.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.75
2.50
2.50
15.50
3.25
6.50
11.00
24.50
19.50
16.00
39.75
40.00
39.25
37.25
4.00
4.25
1.50
3.75
2.75
1.75
41.25
43.75
40.00
37.00
36.75
33.75
1.75
0.00
0.00
0.00
0.00
0.00
0.00
1.50
1.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
25.75
0.00
6.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
17.00
0.00
0.00
17.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
0.75
0.00
0.00
18.75
2.00
7.50
8.25
36.50
20.50
13.50
33.25
35.25
33.25
31.25
3.00
3.75
0.50
3.25
2.75
1.25
37.25
41.50
36.25
31.50
30.00
27.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
13.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.50
0.00
0.00
0.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.25
0.00
0.00
20.25
3.25
9.00
21.00
41.75
21.75
15.00
32.50
34.75
32.25
30.25
5.50
6.75
2.00
6.50
4.50
2.75
36.75
41.00
35.50
30.50
28.75
26.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
31.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
10.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Table A-2
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5C
Based on SYRHM , WY 1918-1993
MONTH
Apr-51
May-51
Jun-51
Jul-51
Aug-51
Sep-51
Oct-51
Nov-51
Dec-51
Jan-52
Feb-52
Mar-52
Apr-52
May-52
Jun-52
Jul-52
Aug-52
Sep-52
Oct-52
Nov-52
Dec-52
Jan-53
Feb-53
Mar-53
Apr-53
May-53
Jun-53
Jul-53
Aug-53
Sep-53
Oct-53
Nov-53
Dec-53
Jan-54
Feb-54
Mar-54
Apr-54
May-54
Jun-54
Jul-54
Aug-54
Sep-54
Oct-54
Nov-54
Dec-54
Jan-55
Feb-55
Mar-55
Apr-55
May-55
Jun-55
Jul-55
Aug-55
Sep-55
Oct-55
Nov-55
Dec-55
Jan-56
Feb-56
Mar-56
Apr-56
May-56
Jun-56
Jul-56
Aug-56
Sep-56
Oct-56
Indicator
that 3A2
in effect
(1=yes)
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Cachuma
Total Discharges
Downstream
cfs
1) Rounded to nearest 0.25 cfs
0.50
14.25
0.50
0.50
0.50
3.75
0.50
0.50
0.50
2.00
35.75
3.00
111.50
18.00
23.50
15.25
17.25
28.00
15.25
5.00
2.75
30.75
4.25
4.75
5.25
6.00
6.50
63.50
49.50
40.50
35.50
6.00
6.00
10.25
23.00
2.75
3.75
6.00
6.25
67.50
45.25
51.00
30.75
13.50
3.25
2.00
3.00
3.25
3.50
3.00
4.00
34.25
50.75
8.75
3.50
3.75
2.00
2.00
2.00
2.00
2.00
2.00
3.50
3.50
31.00
18.75
3.75
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
0.25
13.75
0.50
0.25
0.25
3.50
0.25
0.25
0.50
25.50
37.25
25.25
114.25
19.00
23.75
15.25
17.50
28.00
15.25
5.25
5.75
33.25
5.00
5.25
5.50
6.00
6.25
63.25
49.50
40.25
35.25
6.00
6.00
11.00
23.75
5.50
4.50
6.00
6.25
67.25
45.25
50.75
30.75
13.50
3.25
2.50
3.25
3.25
3.50
3.25
3.75
34.00
50.50
8.75
3.25
3.75
12.50
15.50
4.25
3.00
3.50
2.75
3.50
3.50
30.75
18.75
3.75
0.00
8.00
0.00
0.00
0.00
0.50
0.00
0.00
0.00
58.00
33.75
60.25
115.75
20.00
23.00
14.50
16.00
25.00
14.25
5.00
10.25
35.50
5.50
5.00
5.00
5.00
5.00
60.00
48.25
38.75
31.00
5.00
5.00
11.00
23.50
9.50
5.00
5.00
5.00
63.75
44.00
46.25
28.50
12.50
2.50
2.75
2.75
2.50
2.50
2.50
2.50
29.25
47.00
7.75
2.50
2.50
28.50
37.25
7.00
3.75
5.25
3.00
2.50
2.50
26.00
16.00
2.75
pg. 7 of 14
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
181.75
25.50
155.00
117.25
21.50
19.00
10.00
10.00
11.75
8.50
2.75
17.50
42.50
7.25
5.25
4.75
2.75
2.00
49.00
43.00
32.50
15.50
1.50
1.50
12.00
22.50
19.50
8.00
2.50
2.25
51.75
38.50
27.75
18.25
8.00
0.50
2.75
1.75
1.25
1.00
1.50
0.00
15.50
31.00
3.00
0.00
0.00
58.00
87.00
14.00
6.50
10.75
5.25
1.00
0.50
11.25
5.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
307.50
31.75
307.00
137.00
27.25
16.50
8.25
7.75
5.25
5.25
1.75
29.00
54.75
10.25
6.00
4.00
1.00
0.50
42.75
39.00
28.50
6.75
0.00
0.00
13.00
23.25
33.25
12.75
0.75
1.00
44.50
34.50
16.25
9.25
3.75
0.00
1.75
1.25
0.75
0.25
1.75
0.00
8.00
19.75
0.00
0.00
0.00
101.50
136.25
23.25
10.00
16.00
8.75
0.25
0.25
4.75
0.50
0.00
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
429.25
17.50
443.25
149.25
32.00
12.50
5.00
3.75
0.00
0.50
0.00
29.75
62.75
13.75
7.75
3.50
0.25
0.00
34.50
33.50
22.00
0.00
0.00
0.00
9.50
20.25
41.50
17.75
0.00
0.00
34.25
28.50
2.75
0.25
0.00
0.00
0.00
0.00
0.00
0.00
1.00
0.00
0.00
3.75
0.00
0.00
0.00
109.75
145.00
30.00
13.50
19.25
13.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
535.50
22.00
584.75
154.00
32.75
12.25
5.00
4.00
0.00
1.00
3.50
60.00
80.00
17.25
9.50
6.00
0.75
0.50
33.00
32.50
21.00
0.00
0.00
0.00
10.50
24.75
64.00
21.00
0.00
1.25
32.50
27.75
1.50
0.00
0.00
0.00
4.50
2.75
1.00
1.50
2.00
0.00
0.00
1.50
0.00
0.00
0.00
209.00
261.50
49.25
21.75
31.75
18.50
1.50
1.25
0.00
0.00
0.00
Table A-2
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5C
Based on SYRHM , WY 1918-1993
MONTH
Nov-56
Dec-56
Jan-57
Feb-57
Mar-57
Apr-57
May-57
Jun-57
Jul-57
Aug-57
Sep-57
Oct-57
Nov-57
Dec-57
Jan-58
Feb-58
Mar-58
Apr-58
May-58
Jun-58
Jul-58
Aug-58
Sep-58
Oct-58
Nov-58
Dec-58
Jan-59
Feb-59
Mar-59
Apr-59
May-59
Jun-59
Jul-59
Aug-59
Sep-59
Oct-59
Nov-59
Dec-59
Jan-60
Feb-60
Mar-60
Apr-60
May-60
Jun-60
Jul-60
Aug-60
Sep-60
Oct-60
Nov-60
Dec-60
Jan-61
Feb-61
Mar-61
Apr-61
May-61
Jun-61
Jul-61
Aug-61
Sep-61
Oct-61
Nov-61
Dec-61
Jan-62
Feb-62
Mar-62
Apr-62
May-62
Indicator
that 3A2
in effect
(1=yes)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
Cachuma
Total Discharges
Downstream
cfs
1) Rounded to nearest 0.25 cfs
3.75
3.50
3.25
2.25
2.00
3.00
3.25
70.75
12.75
48.25
13.50
4.25
5.25
3.75
2.00
2.25
3.00
534.25
145.00
16.25
12.25
17.00
18.75
7.00
7.25
6.25
5.00
34.00
3.75
5.00
5.75
6.25
62.75
49.50
36.00
28.00
16.00
6.00
5.75
32.50
5.75
5.00
6.00
6.50
6.50
45.00
3.50
3.75
3.50
3.50
3.75
4.25
3.75
4.00
28.75
5.50
3.75
4.00
4.50
4.50
5.25
2.25
2.00
2.50
28.50
29.75
19.50
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
3.50
3.50
3.25
3.00
2.50
3.25
3.25
70.50
12.75
47.75
13.50
4.25
5.00
3.50
2.75
15.00
20.00
561.75
148.75
17.50
12.50
17.00
18.75
6.75
7.00
6.25
5.25
37.50
4.50
5.50
5.75
6.25
62.50
49.50
35.75
27.75
15.75
5.75
5.75
33.25
5.75
5.50
6.00
6.25
6.50
44.50
3.50
3.50
3.50
3.50
3.75
4.00
3.75
3.75
28.50
5.25
3.50
4.00
4.25
4.25
5.00
2.75
2.75
50.00
36.25
31.50
20.00
2.50
2.50
2.50
3.00
2.50
2.50
2.50
66.50
11.25
44.00
12.25
3.25
3.75
2.50
3.00
35.00
48.00
605.25
154.75
19.00
12.25
15.50
17.00
5.75
5.75
5.00
5.00
41.50
5.00
5.00
5.00
5.00
59.25
48.25
31.75
25.50
14.75
5.00
5.00
32.50
5.00
5.00
5.00
5.00
5.00
39.50
2.50
2.50
2.50
2.50
2.50
2.75
2.50
2.50
24.50
4.25
2.50
2.50
2.50
2.50
3.25
2.50
2.75
127.50
48.00
33.00
20.00
pg. 8 of 14
0.00
0.00
0.25
2.50
2.25
1.50
1.00
54.50
5.75
27.25
6.25
0.00
0.25
0.00
3.25
87.25
136.25
776.50
176.00
23.50
10.00
10.00
10.00
1.50
1.50
1.50
3.50
53.50
6.75
4.75
3.25
2.50
48.50
42.75
16.75
15.00
9.75
2.25
2.75
30.75
3.25
4.50
2.50
2.00
0.75
21.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
11.75
0.50
0.00
0.00
0.00
0.00
0.00
0.25
0.75
348.50
79.00
39.00
20.25
0.00
0.00
0.00
3.25
3.50
1.50
0.75
47.00
2.50
16.75
1.75
0.00
0.00
0.00
4.25
161.00
255.25
972.00
200.00
30.25
8.75
7.25
6.50
0.00
0.00
0.00
3.75
73.50
9.50
4.00
1.75
1.25
42.50
39.25
8.50
7.25
5.25
0.25
1.00
29.25
1.50
3.75
1.00
0.50
0.00
12.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
618.25
122.25
47.25
20.50
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
0.00
0.00
0.00
0.25
1.75
0.25
0.00
35.25
0.00
2.75
0.00
0.00
0.00
0.00
1.00
209.25
369.00
1171.75
231.25
39.50
6.50
3.25
2.25
0.00
0.00
0.00
1.75
86.75
12.00
2.75
0.75
0.50
33.75
33.75
0.00
0.00
0.25
0.00
0.00
22.00
0.00
1.75
0.00
0.00
0.00
0.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
842.50
136.75
49.25
18.25
0.00
0.00
0.75
6.25
4.25
1.50
1.25
33.25
0.00
1.50
0.00
0.00
0.00
0.00
5.00
304.50
482.25
1313.75
245.75
46.50
9.50
4.50
3.25
1.00
1.00
1.00
4.50
111.25
16.75
6.00
2.25
2.00
32.50
33.00
0.00
0.00
0.00
0.00
0.75
30.25
1.25
7.00
1.25
0.00
0.00
0.00
0.00
0.00
0.75
1.50
0.00
0.00
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.00
7.25
1177.75
197.50
59.50
23.00
Table A-2
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5C
Based on SYRHM , WY 1918-1993
MONTH
Jun-62
Jul-62
Aug-62
Sep-62
Oct-62
Nov-62
Dec-62
Jan-63
Feb-63
Mar-63
Apr-63
May-63
Jun-63
Jul-63
Aug-63
Sep-63
Oct-63
Nov-63
Dec-63
Jan-64
Feb-64
Mar-64
Apr-64
May-64
Jun-64
Jul-64
Aug-64
Sep-64
Oct-64
Nov-64
Dec-64
Jan-65
Feb-65
Mar-65
Apr-65
May-65
Jun-65
Jul-65
Aug-65
Sep-65
Oct-65
Nov-65
Dec-65
Jan-66
Feb-66
Mar-66
Apr-66
May-66
Jun-66
Jul-66
Aug-66
Sep-66
Oct-66
Nov-66
Dec-66
Jan-67
Feb-67
Mar-67
Apr-67
May-67
Jun-67
Jul-67
Aug-67
Sep-67
Oct-67
Nov-67
Dec-67
Indicator
that 3A2
in effect
(1=yes)
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
1
1
0
0
0
1
1
1
1
1
1
1
1
1
0
0
0
Cachuma
Total Discharges
Downstream
cfs
1) Rounded to nearest 0.25 cfs
24.25
16.50
19.25
29.00
6.00
6.50
6.25
5.75
2.75
2.75
2.75
5.00
6.00
6.50
38.75
3.50
3.75
4.00
3.75
3.75
4.00
3.75
4.00
31.50
6.00
3.50
4.00
4.25
4.25
4.50
4.25
2.00
4.00
3.25
2.00
3.00
67.25
47.50
18.50
6.50
3.50
2.00
2.00
2.25
21.50
47.00
36.00
22.50
24.00
16.75
67.75
50.50
48.75
50.50
2.25
2.50
17.75
270.00
893.00
326.75
18.25
15.25
59.50
45.25
7.00
7.50
6.00
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
24.25
16.50
19.00
28.75
6.00
6.25
6.00
6.00
5.75
5.00
4.00
5.25
6.25
6.50
38.50
3.50
3.50
3.75
3.75
3.75
4.00
3.75
3.75
31.00
6.00
3.50
3.75
4.25
4.25
4.25
4.25
2.75
4.00
3.50
6.25
3.25
66.75
47.25
18.25
6.25
3.50
6.25
6.00
7.00
24.00
48.00
36.25
22.75
24.00
16.75
67.50
50.25
48.75
50.25
5.00
12.25
21.50
272.00
896.00
330.75
18.75
15.00
59.25
45.00
7.00
7.25
6.00
23.00
15.00
17.25
25.50
5.00
5.00
5.00
5.00
9.50
7.75
5.00
5.00
5.00
5.00
33.75
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
27.25
5.00
2.50
2.50
2.50
2.50
2.50
2.50
3.00
2.75
2.50
12.00
2.50
61.25
45.25
16.75
5.50
2.50
12.25
11.75
14.00
26.50
48.00
35.00
22.00
22.75
15.25
64.75
49.25
47.25
48.75
8.50
27.00
26.50
272.75
899.50
336.75
19.00
14.00
56.75
44.00
5.75
5.75
5.00
pg. 9 of 14
19.00
10.00
10.00
12.50
1.00
1.00
1.25
2.00
15.00
12.50
6.75
4.00
2.50
1.00
17.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
14.25
1.25
0.00
0.00
0.00
0.00
0.00
0.00
0.75
0.00
0.00
21.50
0.25
38.50
32.00
8.00
1.00
0.00
18.50
20.75
31.50
32.00
49.25
33.00
20.00
19.00
10.00
52.50
44.00
41.50
43.00
21.25
71.75
50.75
285.25
918.25
363.75
20.00
10.00
47.25
39.50
1.50
1.50
2.00
15.50
7.00
5.75
5.25
0.00
0.00
0.00
0.25
23.00
19.25
9.50
4.00
1.50
0.00
8.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.25
0.00
0.00
34.25
0.00
25.00
20.50
1.50
0.00
0.00
27.75
34.00
56.00
40.75
51.75
29.25
18.00
16.00
6.75
44.75
40.00
37.25
38.75
40.25
135.50
74.00
292.50
925.00
385.00
20.25
7.50
43.50
37.00
0.00
0.00
1.00
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
10.50
2.75
0.75
0.00
0.00
0.00
0.00
0.00
16.50
16.25
7.50
2.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
21.25
0.00
4.00
4.00
0.00
0.00
0.00
15.25
31.50
71.00
44.75
54.50
26.50
17.00
14.00
3.25
33.75
34.00
31.00
32.50
58.00
195.25
98.50
303.25
935.75
409.50
20.75
5.25
37.25
33.00
0.00
0.00
0.00
12.00
4.00
0.25
0.00
0.00
0.00
0.50
1.00
48.00
42.50
22.25
8.25
3.00
1.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.50
0.50
1.25
45.75
1.25
3.75
2.75
0.00
0.00
0.00
59.50
70.25
108.75
69.50
63.00
29.25
20.00
15.25
3.50
32.00
33.25
30.25
31.75
65.50
259.00
106.75
310.00
951.00
417.00
24.00
4.75
36.00
32.25
0.00
0.25
1.25
Table A-2
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5C
Based on SYRHM , WY 1918-1993
MONTH
Jan-68
Feb-68
Mar-68
Apr-68
May-68
Jun-68
Jul-68
Aug-68
Sep-68
Oct-68
Nov-68
Dec-68
Jan-69
Feb-69
Mar-69
Apr-69
May-69
Jun-69
Jul-69
Aug-69
Sep-69
Oct-69
Nov-69
Dec-69
Jan-70
Feb-70
Mar-70
Apr-70
May-70
Jun-70
Jul-70
Aug-70
Sep-70
Oct-70
Nov-70
Dec-70
Jan-71
Feb-71
Mar-71
Apr-71
May-71
Jun-71
Jul-71
Aug-71
Sep-71
Oct-71
Nov-71
Dec-71
Jan-72
Feb-72
Mar-72
Apr-72
May-72
Jun-72
Jul-72
Aug-72
Sep-72
Oct-72
Nov-72
Dec-72
Jan-73
Feb-73
Mar-73
Apr-73
May-73
Jun-73
Jul-73
Indicator
that 3A2
in effect
(1=yes)
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
Cachuma
Total Discharges
Downstream
cfs
5.75
5.75
30.75
5.25
6.00
57.75
6.00
17.00
36.50
24.25
12.00
6.00
2045.75
3348.00
1257.00
296.00
89.25
16.50
13.00
16.50
18.25
6.50
6.00
5.50
4.50
4.75
32.50
5.50
6.00
6.50
58.50
49.50
18.50
25.00
14.50
2.75
4.50
5.50
5.50
6.00
6.25
57.75
49.50
49.50
32.75
24.75
13.75
2.50
5.25
5.75
6.00
6.25
55.75
50.75
6.25
22.25
39.75
26.00
2.50
3.25
2.00
2.50
240.00
126.00
18.00
20.75
15.75
1) Rounded to nearest 0.25 cfs
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
6.00
6.00
31.25
5.50
6.00
57.75
6.00
16.75
36.25
24.00
12.00
5.75
2078.75
3392.25
1272.00
301.25
91.50
17.75
13.25
16.50
18.00
6.50
6.00
5.75
5.00
5.25
35.50
5.75
6.00
6.25
58.25
49.50
18.25
24.75
14.50
4.00
5.00
6.00
5.50
6.00
6.00
57.50
49.50
49.50
32.25
24.50
13.75
4.00
5.50
6.00
6.00
6.25
55.50
50.75
6.25
22.00
39.50
26.00
2.75
3.25
10.75
24.00
246.25
128.50
19.00
21.00
15.75
5.00
5.25
30.50
5.00
5.00
54.75
5.00
13.75
33.00
22.00
11.00
5.00
2128.25
3468.25
1296.50
309.75
94.50
19.00
12.50
15.00
16.50
5.25
5.00
5.00
5.00
5.50
39.00
5.25
5.00
5.00
55.00
48.00
15.00
22.00
13.50
5.50
5.00
5.50
5.00
5.00
5.00
54.50
48.25
47.75
28.00
22.00
12.50
5.75
5.00
5.25
5.00
5.00
52.75
49.75
5.00
18.75
36.00
23.75
2.50
2.50
24.75
59.00
254.50
132.00
20.00
20.50
14.50
pg. 10 of 14
2.50
4.00
29.75
5.00
2.50
46.75
1.50
4.00
18.50
12.75
6.75
2.25
2364.25
3818.50
1407.50
338.50
106.50
23.50
10.00
10.00
10.00
1.50
2.00
2.50
5.00
6.75
55.00
4.75
3.00
2.25
44.75
43.00
4.50
11.00
9.75
10.75
5.25
4.50
4.00
3.50
2.50
46.25
43.75
41.75
12.75
11.50
7.50
11.50
4.00
4.00
2.75
2.75
46.50
46.50
1.25
7.00
21.00
14.25
1.50
0.50
60.50
180.25
283.50
144.50
24.00
19.00
10.00
1.75
4.50
31.75
5.75
1.00
41.75
0.25
0.75
10.25
6.00
3.25
0.25
2649.00
4145.25
1543.75
359.75
119.50
29.50
8.50
7.75
7.50
0.25
1.75
1.75
7.25
10.50
73.50
4.00
1.50
0.75
39.50
39.75
0.75
4.75
7.00
14.50
7.00
4.50
3.25
2.25
1.00
41.00
41.00
38.25
5.75
5.00
3.75
19.25
4.00
3.50
1.25
1.25
42.00
44.25
0.00
2.00
12.00
7.00
0.75
0.00
99.25
334.75
310.50
159.50
26.50
17.50
7.50
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
0.25
4.00
33.25
7.00
0.25
36.25
0.00
0.00
0.25
0.00
0.00
0.00
2969.00
4492.50
1713.50
375.00
135.25
36.25
6.75
4.50
3.50
0.00
0.25
0.25
8.50
14.50
91.00
3.75
0.75
0.00
33.00
35.00
0.00
0.00
2.00
12.00
7.25
3.75
2.25
1.25
0.00
35.75
37.50
32.75
0.00
0.00
0.00
22.75
3.50
3.00
0.25
0.50
37.75
42.00
0.00
0.00
0.75
0.00
0.00
0.00
111.25
485.00
330.50
180.00
30.00
16.50
5.00
1.50
5.25
36.00
8.50
0.00
35.25
0.00
0.00
0.00
0.00
0.00
0.00
3101.25
4642.25
1758.75
406.00
145.50
43.00
9.25
5.75
4.50
1.25
1.50
3.00
11.25
17.75
103.25
5.25
0.75
0.00
31.50
34.25
0.00
0.00
1.00
16.75
10.00
7.25
3.75
2.75
0.00
34.50
37.00
32.00
0.00
0.00
0.00
24.75
4.25
4.25
0.00
0.25
36.50
41.50
0.00
0.00
0.00
0.00
1.75
0.00
177.75
607.00
375.50
194.25
35.00
19.50
6.00
Table A-2
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5C
Based on SYRHM , WY 1918-1993
MONTH
Aug-73
Sep-73
Oct-73
Nov-73
Dec-73
Jan-74
Feb-74
Mar-74
Apr-74
May-74
Jun-74
Jul-74
Aug-74
Sep-74
Oct-74
Nov-74
Dec-74
Jan-75
Feb-75
Mar-75
Apr-75
May-75
Jun-75
Jul-75
Aug-75
Sep-75
Oct-75
Nov-75
Dec-75
Jan-76
Feb-76
Mar-76
Apr-76
May-76
Jun-76
Jul-76
Aug-76
Sep-76
Oct-76
Nov-76
Dec-76
Jan-77
Feb-77
Mar-77
Apr-77
May-77
Jun-77
Jul-77
Aug-77
Sep-77
Oct-77
Nov-77
Dec-77
Jan-78
Feb-78
Mar-78
Apr-78
May-78
Jun-78
Jul-78
Aug-78
Sep-78
Oct-78
Nov-78
Dec-78
Jan-79
Feb-79
Indicator
that 3A2
in effect
(1=yes)
1
1
0
0
0
0
0
0
0
1
1
1
1
1
0
0
0
0
0
0
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
Cachuma
Total Discharges
Downstream
cfs
18.25
19.50
7.50
13.25
6.00
2.75
4.25
5.50
7.00
22.50
25.25
17.00
19.25
74.00
6.00
11.00
2.75
5.25
34.00
33.75
81.25
17.75
20.75
15.00
18.25
19.50
6.25
6.50
6.25
6.25
32.75
5.00
5.50
6.00
57.75
49.50
41.50
40.50
17.00
6.00
6.00
6.00
6.75
6.00
3.50
3.50
4.00
44.75
3.50
4.00
4.00
4.25
4.00
2.00
149.00
2331.75
581.50
118.25
16.25
9.50
15.00
18.00
5.75
6.00
5.50
2.75
5.25
1) Rounded to nearest 0.25 cfs
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
18.25
19.25
7.25
13.00
6.00
9.00
5.00
7.25
7.75
22.75
25.25
17.00
19.25
73.75
6.00
11.00
5.25
5.50
41.25
46.50
83.25
19.00
21.25
15.00
18.25
19.25
6.00
6.25
6.25
6.00
33.75
5.25
5.75
6.00
57.75
49.50
41.25
40.00
17.00
6.00
6.00
6.00
6.75
6.00
3.50
3.50
3.75
44.50
3.25
3.75
4.00
4.00
4.00
11.25
187.50
2368.25
592.75
120.75
17.50
10.00
15.25
18.00
5.75
6.00
5.75
5.00
10.50
16.50
17.50
6.00
11.25
5.00
18.25
5.50
9.00
8.00
21.75
23.50
15.25
17.25
70.50
5.00
9.50
8.50
5.00
51.25
67.25
85.50
20.00
20.75
14.00
16.50
17.50
5.00
5.00
5.00
5.00
33.50
5.00
5.00
5.00
54.75
48.25
39.75
35.25
15.00
5.00
5.00
5.00
5.50
5.00
2.50
2.50
2.50
39.25
2.50
2.50
2.50
2.50
2.50
24.75
249.25
2428.25
612.00
124.50
19.00
10.25
14.25
16.50
5.00
5.00
5.00
8.25
18.00
pg. 11 of 14
10.00
10.00
1.50
5.25
1.75
43.75
7.25
14.75
9.75
20.00
19.00
10.00
10.00
57.00
1.25
4.50
13.50
3.75
77.25
121.50
93.75
24.25
19.00
10.00
10.00
10.00
1.00
1.00
1.25
1.75
32.25
4.50
4.00
3.00
47.00
44.00
34.25
18.25
6.50
1.50
1.75
2.00
2.50
2.50
0.75
0.50
0.00
23.50
0.00
0.00
0.00
0.00
0.00
52.00
435.75
2661.50
675.00
138.00
24.25
10.00
10.00
10.00
1.75
1.75
2.50
16.00
39.50
7.00
6.25
0.00
2.25
0.50
81.25
10.75
23.00
13.00
19.75
16.00
7.00
6.25
48.25
0.00
1.50
22.00
3.50
115.25
196.25
104.75
30.00
17.50
7.75
7.00
6.25
0.00
0.00
0.00
0.25
34.50
4.50
3.50
1.50
41.75
41.25
30.75
9.75
1.25
0.00
0.00
0.25
0.50
0.75
0.00
0.00
0.00
15.00
0.00
0.00
0.00
0.00
0.00
86.25
693.50
2950.75
753.25
155.50
30.00
11.50
9.25
7.25
0.50
0.50
2.00
29.00
70.75
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
2.75
1.50
0.00
0.00
0.00
107.50
13.75
29.75
17.00
20.75
13.75
3.75
1.50
34.75
0.00
0.00
21.25
2.25
142.00
257.75
118.25
38.25
16.00
5.00
3.00
1.50
0.00
0.00
0.00
0.00
30.75
3.75
2.25
0.25
35.75
37.00
25.25
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.25
0.00
0.00
0.00
0.00
0.00
85.50
923.50
3269.00
842.75
178.50
36.50
12.50
7.25
2.75
0.00
0.00
0.25
37.00
97.25
3.00
1.00
0.25
0.25
1.00
150.50
19.25
44.50
23.75
23.75
15.00
4.00
1.75
32.75
0.50
0.25
46.00
5.25
204.25
367.75
134.00
45.25
20.75
6.50
4.00
1.75
1.00
1.00
1.00
1.25
40.25
6.75
5.75
1.75
34.75
36.50
24.50
0.00
0.00
0.00
0.00
0.75
1.00
1.25
0.00
1.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
155.25
1197.00
3464.50
910.75
194.00
43.25
17.00
10.00
4.00
2.50
2.75
3.00
54.50
135.75
Table A-2
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5C
Based on SYRHM , WY 1918-1993
MONTH
Mar-79
Apr-79
May-79
Jun-79
Jul-79
Aug-79
Sep-79
Oct-79
Nov-79
Dec-79
Jan-80
Feb-80
Mar-80
Apr-80
May-80
Jun-80
Jul-80
Aug-80
Sep-80
Oct-80
Nov-80
Dec-80
Jan-81
Feb-81
Mar-81
Apr-81
May-81
Jun-81
Jul-81
Aug-81
Sep-81
Oct-81
Nov-81
Dec-81
Jan-82
Feb-82
Mar-82
Apr-82
May-82
Jun-82
Jul-82
Aug-82
Sep-82
Oct-82
Nov-82
Dec-82
Jan-83
Feb-83
Mar-83
Apr-83
May-83
Jun-83
Jul-83
Aug-83
Sep-83
Oct-83
Nov-83
Dec-83
Jan-84
Feb-84
Mar-84
Apr-84
May-84
Jun-84
Jul-84
Aug-84
Sep-84
Indicator
that 3A2
in effect
(1=yes)
0
1
1
1
1
1
1
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
1
0
0
0
0
0
0
1
1
1
1
1
1
Cachuma
Total Discharges
Downstream
cfs
339.25
181.50
17.75
19.25
15.00
18.50
19.75
14.00
11.00
5.75
2.75
1150.00
652.75
115.25
16.75
18.00
14.00
18.50
19.50
7.25
7.25
6.25
4.75
4.50
30.75
2.75
4.75
5.75
7.00
20.00
38.50
25.25
12.75
5.75
5.50
6.25
30.75
2.75
4.75
6.25
59.75
49.50
51.00
6.75
6.25
2.50
204.75
1008.50
3169.00
933.75
469.50
83.00
7.75
10.00
14.75
4.00
5.50
210.25
77.00
28.25
7.00
33.25
22.50
24.25
16.25
19.00
20.50
1) Rounded to nearest 0.25 cfs
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
344.50
185.00
18.75
19.75
15.00
18.25
19.50
14.00
11.00
5.75
4.50
1175.50
664.50
117.50
18.25
18.75
14.00
18.25
19.50
7.00
7.25
6.25
5.25
5.25
39.25
4.00
5.25
6.00
6.75
19.75
38.25
25.00
12.50
5.75
5.50
6.25
31.75
5.75
5.00
6.25
59.50
49.50
51.00
6.50
6.25
6.00
222.50
1032.75
3194.00
948.25
477.75
85.75
9.00
10.50
15.00
4.75
5.75
213.00
78.50
29.25
7.50
33.75
22.75
24.25
16.25
19.00
20.25
350.25
190.75
20.00
19.50
14.00
16.75
17.75
12.25
9.50
5.00
6.75
1213.00
684.75
120.25
20.00
19.00
13.25
16.50
17.50
5.75
5.75
5.00
5.00
5.50
51.50
5.50
5.00
5.00
5.25
16.25
34.75
23.00
11.50
5.00
5.00
5.50
31.75
10.00
5.00
5.00
56.25
48.25
49.50
5.00
5.00
10.25
249.00
1072.75
3236.00
972.50
491.00
89.75
10.00
10.75
14.00
5.00
5.00
213.75
80.25
30.25
8.25
33.00
21.75
22.75
14.75
17.00
18.00
pg. 12 of 14
371.00
210.75
24.50
19.00
10.00
10.00
10.00
6.00
4.50
2.25
13.00
1357.50
753.00
131.00
27.25
20.25
10.00
10.00
10.00
1.50
1.50
1.50
3.75
6.50
89.00
10.50
4.75
3.25
1.50
5.25
20.00
13.75
7.25
2.25
3.25
3.75
34.75
27.00
5.50
2.25
46.50
43.25
43.00
0.25
1.50
27.25
324.00
1195.50
3430.50
1060.50
544.00
103.00
12.50
10.00
10.00
4.75
3.00
215.00
86.25
34.75
11.50
33.50
20.00
19.00
10.00
10.00
10.00
401.75
234.75
30.25
18.75
7.75
6.75
6.00
2.75
1.50
0.50
23.25
1548.75
837.00
144.00
34.00
21.25
8.25
7.00
6.50
0.00
0.00
0.00
4.50
9.75
143.25
17.50
5.75
2.75
0.25
1.25
11.50
6.75
3.75
0.50
2.00
2.75
39.25
49.00
6.50
0.75
41.25
40.00
39.00
0.00
1.00
48.75
434.50
1354.75
3549.00
1126.00
591.50
122.25
17.50
12.75
9.75
7.75
2.75
226.25
92.75
39.50
15.25
32.75
17.75
16.00
7.25
6.75
6.00
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
431.25
266.00
38.25
18.50
4.75
2.25
1.00
0.00
0.00
0.00
28.25
1738.00
933.75
162.50
42.50
22.25
5.75
3.00
1.50
0.00
0.00
0.00
2.25
10.75
190.25
25.50
7.50
2.50
0.00
0.00
0.25
0.00
0.00
0.00
0.00
0.50
41.25
72.50
8.00
0.00
34.00
34.75
32.75
0.00
0.00
65.25
527.00
1512.50
3638.50
1169.50
635.50
145.50
22.50
14.50
8.25
9.25
1.50
233.25
102.25
47.75
21.75
34.00
17.25
14.50
4.50
2.25
0.75
474.75
282.50
45.25
23.25
6.25
2.50
1.00
0.25
0.25
1.25
38.50
1888.75
1001.75
175.25
49.25
27.00
8.25
3.25
1.75
0.25
0.25
1.00
6.50
15.50
249.75
34.00
10.75
4.00
0.50
0.25
0.00
0.00
0.00
0.75
2.25
1.75
43.75
83.25
9.50
0.50
32.75
34.25
32.00
0.00
1.00
70.50
667.00
1686.00
3800.25
1257.25
666.75
160.00
30.50
19.25
11.25
13.75
6.25
255.75
110.75
53.25
25.25
37.50
18.75
15.00
4.00
1.75
0.25
Table A-2
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5C
Based on SYRHM , WY 1918-1993
MONTH
Oct-84
Nov-84
Dec-84
Jan-85
Feb-85
Mar-85
Apr-85
May-85
Jun-85
Jul-85
Aug-85
Sep-85
Oct-85
Nov-85
Dec-85
Jan-86
Feb-86
Mar-86
Apr-86
May-86
Jun-86
Jul-86
Aug-86
Sep-86
Oct-86
Nov-86
Dec-86
Jan-87
Feb-87
Mar-87
Apr-87
May-87
Jun-87
Jul-87
Aug-87
Sep-87
Oct-87
Nov-87
Dec-87
Jan-88
Feb-88
Mar-88
Apr-88
May-88
Jun-88
Jul-88
Aug-88
Sep-88
Oct-88
Nov-88
Dec-88
Jan-89
Feb-89
Mar-89
Apr-89
May-89
Jun-89
Jul-89
Aug-89
Sep-89
Oct-89
Nov-89
Dec-89
Jan-90
Feb-90
Mar-90
Apr-90
Indicator
that 3A2
in effect
(1=yes)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Cachuma
Total Discharges
Downstream
cfs
1) Rounded to nearest 0.25 cfs
17.25
11.50
4.50
5.75
5.75
5.25
6.00
6.25
57.75
49.25
11.25
38.00
18.25
6.00
3.25
2.50
2.50
23.50
31.75
19.50
23.25
16.50
19.25
20.50
18.00
6.25
6.00
5.75
6.75
30.75
6.00
6.00
6.25
6.50
33.00
30.75
6.00
6.25
6.25
5.25
6.25
30.50
5.00
5.75
58.50
3.50
32.50
39.50
5.00
3.50
3.50
3.75
3.75
3.50
3.75
3.75
15.00
36.50
11.50
3.75
4.00
4.25
4.00
4.00
4.50
4.00
4.25
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
17.00
11.25
5.00
5.75
6.00
5.50
6.00
6.25
57.50
49.25
11.25
37.75
18.25
6.00
3.25
2.75
13.75
33.00
32.75
20.00
23.25
16.50
19.00
20.50
18.00
6.00
6.00
5.75
6.75
31.75
6.00
6.00
6.25
6.50
32.75
30.50
5.75
6.25
6.00
5.50
6.25
31.25
5.25
5.75
58.25
3.25
32.25
39.25
5.00
3.50
3.50
3.50
3.75
3.50
3.75
3.75
14.75
36.00
11.25
3.75
3.75
4.00
4.00
4.00
4.50
4.00
4.00
14.25
10.00
5.00
5.00
5.50
5.00
5.00
5.00
54.25
48.00
9.25
33.25
16.00
5.00
2.50
2.50
31.50
48.00
33.00
20.00
22.25
15.00
17.00
18.25
15.00
5.00
5.00
5.00
5.50
31.50
5.00
5.00
5.00
5.00
28.25
27.50
5.00
5.00
5.00
5.00
5.25
31.00
5.00
5.00
55.50
2.50
28.25
36.00
4.25
2.50
2.50
2.50
2.75
2.50
2.50
2.50
12.25
31.75
9.75
2.50
2.50
2.50
2.50
2.50
2.75
2.50
2.50
pg. 13 of 14
5.00
5.00
3.75
2.75
4.25
4.00
3.25
2.50
46.00
43.50
3.25
16.75
7.25
1.75
0.50
1.50
78.50
84.50
36.00
20.75
19.00
10.00
10.00
10.00
5.50
1.50
1.75
2.75
2.50
30.75
3.25
2.75
2.00
1.00
13.75
15.00
1.25
1.00
1.50
3.00
2.75
32.75
5.00
3.00
47.50
0.00
14.00
22.00
1.00
0.00
0.00
0.00
0.75
0.25
0.25
0.25
6.25
17.75
4.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.00
2.00
4.00
1.75
4.25
3.75
2.50
1.00
41.00
41.00
0.75
9.00
2.25
0.00
0.00
1.50
143.25
135.75
40.00
20.75
17.25
7.25
6.50
5.75
1.25
0.00
0.25
1.25
0.75
31.25
1.75
1.00
0.50
0.00
7.00
7.50
0.00
0.00
0.00
2.25
1.25
38.25
5.75
1.75
42.25
0.00
7.00
12.75
0.00
0.00
0.00
0.00
0.25
0.00
0.00
0.00
3.00
10.25
0.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
0.00
0.00
1.25
0.25
2.75
3.00
1.75
0.00
35.25
37.00
0.00
0.00
0.00
0.00
0.00
0.00
185.75
172.25
46.00
20.50
17.00
4.25
2.00
0.75
0.00
0.00
0.00
0.00
0.00
26.25
0.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
38.75
5.25
0.00
34.50
0.00
0.00
0.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.25
6.25
1.50
6.00
6.00
3.00
0.00
34.00
36.50
0.00
0.00
0.00
0.00
0.50
1.75
271.50
262.25
53.00
25.25
18.50
4.00
1.50
0.25
0.00
0.25
1.00
2.50
1.25
38.00
1.75
0.50
0.00
0.00
0.00
0.00
0.00
0.00
0.25
1.75
1.00
38.50
7.00
1.50
33.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Table A-2
Simulated Monthly Average Flows1) in Santa Ynez River under Alternative 5C
Based on SYRHM , WY 1918-1993
MONTH
May-90
Jun-90
Jul-90
Aug-90
Sep-90
Oct-90
Nov-90
Dec-90
Jan-91
Feb-91
Mar-91
Apr-91
May-91
Jun-91
Jul-91
Aug-91
Sep-91
Oct-91
Nov-91
Dec-91
Jan-92
Feb-92
Mar-92
Apr-92
May-92
Jun-92
Jul-92
Aug-92
Sep-92
Oct-92
Nov-92
Dec-92
Jan-93
Feb-93
Mar-93
Apr-93
May-93
Jun-93
Jul-93
Aug-93
Sep-93
Indicator
that 3A2
in effect
(1=yes)
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
0
0
0
0
0
1
1
1
1
1
1
1
0
0
0
0
1
1
1
1
1
1
1
1
Cachuma
Total Discharges
Downstream
cfs
22.50
3.75
8.00
5.25
5.25
7.25
5.50
4.25
4.25
4.50
2.00
31.75
25.50
33.25
26.00
39.75
18.50
5.50
3.75
3.25
2.00
2.25
38.00
29.00
19.25
21.75
15.75
65.75
51.00
16.50
50.75
6.00
328.25
2026.25
1050.00
476.00
100.75
16.25
10.25
15.75
19.00
1) Rounded to nearest 0.25 cfs
Santa Ynez River Santa Ynez River Santa Ynez River Santa Ynez River
Below
at 154
above Alisal
near
Hilton Creek
Bridge
Bridge
Buellton
cfs
cfs
cfs
cfs
22.25
3.50
7.75
5.00
5.00
7.00
5.25
4.00
4.00
4.50
11.50
33.25
26.00
33.00
25.75
39.50
18.50
5.25
3.75
3.50
2.50
18.00
42.50
31.00
19.75
22.00
15.75
65.50
51.00
16.25
50.75
6.00
340.25
2050.50
1063.50
482.25
103.25
17.50
10.75
15.75
18.75
18.00
2.50
6.00
3.50
3.25
5.00
3.50
2.50
2.50
2.75
25.75
33.25
24.75
30.25
23.50
36.75
17.00
4.25
2.50
2.50
2.50
42.75
48.00
33.00
20.00
21.25
14.50
62.75
49.75
14.50
49.25
5.00
356.25
2091.75
1086.25
491.75
106.75
19.00
10.50
14.75
17.00
pg. 14 of 14
5.00
0.00
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
57.25
33.00
20.00
19.00
13.25
22.75
10.00
0.50
0.00
0.25
2.00
127.25
69.75
43.75
22.00
19.00
10.00
51.00
44.50
7.50
44.00
2.00
419.25
2237.50
1178.75
532.50
121.00
25.00
10.00
10.00
10.00
0.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
110.25
41.50
19.00
11.75
6.50
13.00
4.75
0.00
0.00
0.00
3.25
244.00
100.25
57.25
25.00
18.50
7.25
44.00
40.75
3.50
40.25
0.50
511.75
2418.25
1285.50
583.75
135.00
31.00
10.50
9.00
7.00
Santa Ynez River
above Salsipuedes
Creek Confluence
cfs
Santa Ynez River
at Lompoc
Narrows
cfs
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
146.25
40.50
14.75
3.00
0.00
1.25
0.00
0.00
0.00
0.00
1.25
352.00
133.50
75.50
30.25
19.50
4.25
34.00
35.25
0.00
34.50
0.00
605.50
2619.50
1412.50
651.00
151.25
37.00
9.75
7.00
2.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
208.25
38.25
11.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.25
430.50
152.25
78.75
33.25
20.75
5.50
32.50
34.50
0.00
33.25
2.50
661.50
2755.50
1465.50
670.75
160.00
42.00
12.75
8.00
2.00
Appendix B
Table B-1
Simulated End-of-Month Storage, Elevation, and Surcharge
in Cachuma Reservoir Under Alterantive 5B
Based on SYRHM, WY 1918-1993
Month
Oct-17
Nov-17
Dec-17
Jan-18
Feb-18
Mar-18
Apr-18
May-18
Jun-18
Jul-18
Aug-18
Sep-18
Oct-18
Nov-18
Dec-18
Jan-19
Feb-19
Mar-19
Apr-19
May-19
Jun-19
Jul-19
Aug-19
Sep-19
Oct-19
Nov-19
Dec-19
Jan-20
Feb-20
Mar-20
Apr-20
May-20
Jun-20
Jul-20
Aug-20
Sep-20
Oct-20
Nov-20
Dec-20
Jan-21
Feb-21
Mar-21
Apr-21
May-21
Jun-21
Jul-21
Aug-21
Sep-21
Oct-21
Nov-21
Dec-21
Jan-22
Feb-22
Mar-22
Apr-22
May-22
Jun-22
Jul-22
Aug-22
Sep-22
Storage
(acre-feet)
173,182
171,008
169,056
167,446
193,585
193,585
193,585
193,585
192,606
187,091
181,534
177,486
173,699
172,967
171,991
171,014
170,656
168,677
165,169
161,485
156,887
147,642
142,829
136,823
132,982
130,937
130,614
129,099
130,456
139,478
141,408
138,600
134,606
125,570
121,058
114,637
110,625
108,351
107,160
107,999
108,587
110,545
108,647
106,090
102,733
97,989
88,683
83,439
78,700
76,459
96,400
112,914
171,814
193,585
193,585
193,585
189,334
183,123
177,454
172,686
Elevation
(feet)
744.95
744.17
743.47
742.89
751.80
751.80
751.80
751.80
751.48
749.69
747.83
746.45
745.13
744.87
744.52
744.17
744.05
743.33
742.05
740.69
738.96
735.37
733.43
730.95
729.33
728.46
728.32
727.66
728.25
732.05
732.85
731.69
730.02
726.12
724.10
721.14
719.24
718.14
717.56
717.97
718.26
719.20
718.29
717.04
715.36
712.94
707.94
704.98
702.22
700.88
712.10
720.33
744.46
751.80
751.80
751.80
750.42
748.37
746.44
744.77
Surcharge
(feet)
0.00
0.00
0.00
0.00
1.80
1.80
1.80
1.80
1.48
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.80
1.80
1.80
0.42
0.00
0.00
0.00
pg. 1 of 8
Month
Oct-22
Nov-22
Dec-22
Jan-23
Feb-23
Mar-23
Apr-23
May-23
Jun-23
Jul-23
Aug-23
Sep-23
Oct-23
Nov-23
Dec-23
Jan-24
Feb-24
Mar-24
Apr-24
May-24
Jun-24
Jul-24
Aug-24
Sep-24
Oct-24
Nov-24
Dec-24
Jan-25
Feb-25
Mar-25
Apr-25
May-25
Jun-25
Jul-25
Aug-25
Sep-25
Oct-25
Nov-25
Dec-25
Jan-26
Feb-26
Mar-26
Apr-26
May-26
Jun-26
Jul-26
Aug-26
Sep-26
Oct-26
Nov-26
Dec-26
Jan-27
Feb-27
Mar-27
Apr-27
May-27
Jun-27
Jul-27
Aug-27
Sep-27
Storage
(acre-feet)
168,979
167,657
173,220
174,527
175,061
172,939
171,065
167,658
163,681
158,580
149,389
143,001
137,733
135,661
134,492
133,175
131,848
132,595
130,164
126,415
121,971
116,754
109,935
104,465
100,759
98,885
97,949
96,696
95,570
95,015
95,107
92,392
88,677
82,694
75,751
72,193
70,094
68,588
67,395
66,432
69,159
69,786
130,882
131,842
127,518
121,406
115,192
109,371
102,503
104,742
105,378
106,940
188,056
193,585
193,585
191,010
186,296
180,022
174,321
169,529
Elevation
(feet)
743.44
742.96
744.96
745.42
745.60
744.86
744.19
742.96
741.50
739.60
736.06
733.50
731.33
730.46
729.97
729.41
728.85
729.17
728.12
726.49
724.51
722.13
718.91
716.23
714.36
713.40
712.91
712.26
711.67
711.37
711.42
709.97
707.94
704.55
700.45
698.24
696.90
695.93
695.15
694.52
696.30
696.70
728.43
728.84
726.98
724.25
721.40
718.64
715.25
716.37
716.68
717.45
750.01
751.80
751.80
750.97
749.43
747.32
745.35
743.64
Surcharge
(feet)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
1.80
1.80
0.97
0.00
0.00
0.00
0.00
Table B-1
Simulated End-of-Month Storage, Elevation, and Surcharge
in Cachuma Reservoir Under Alterantive 5B
Based on SYRHM, WY 1918-1993
Month
Oct-27
Nov-27
Dec-27
Jan-28
Feb-28
Mar-28
Apr-28
May-28
Jun-28
Jul-28
Aug-28
Sep-28
Oct-28
Nov-28
Dec-28
Jan-29
Feb-29
Mar-29
Apr-29
May-29
Jun-29
Jul-29
Aug-29
Sep-29
Oct-29
Nov-29
Dec-29
Jan-30
Feb-30
Mar-30
Apr-30
May-30
Jun-30
Jul-30
Aug-30
Sep-30
Oct-30
Nov-30
Dec-30
Jan-31
Feb-31
Mar-31
Apr-31
May-31
Jun-31
Jul-31
Aug-31
Sep-31
Oct-31
Nov-31
Dec-31
Jan-32
Feb-32
Mar-32
Apr-32
May-32
Jun-32
Jul-32
Aug-32
Sep-32
Storage
(acre-feet)
166,554
164,806
164,067
162,603
169,335
170,775
167,555
163,851
159,735
150,706
142,957
136,417
131,036
129,928
129,298
128,274
128,567
128,767
127,602
124,240
116,279
108,621
102,626
96,853
92,834
90,761
89,365
88,739
87,307
90,922
88,793
85,729
81,940
76,096
70,248
67,279
64,918
63,515
62,307
61,696
60,872
59,147
57,118
53,461
50,456
47,230
44,028
41,523
39,648
38,782
46,267
52,027
139,788
148,479
145,587
140,802
135,760
129,418
122,959
116,898
Elevation
(feet)
742.56
741.92
741.65
741.11
743.57
744.09
742.93
741.57
740.04
736.58
733.48
730.78
728.50
728.02
727.75
727.30
727.43
727.52
727.01
725.53
721.91
718.27
715.31
712.34
710.21
709.08
708.32
707.97
707.17
709.17
708.00
706.29
704.12
700.66
697.00
695.08
693.51
692.57
691.74
691.32
690.75
689.53
688.07
685.35
683.05
680.47
677.82
675.66
674.00
673.21
679.69
684.26
732.18
735.70
734.55
732.60
730.50
727.80
724.96
722.19
Surcharge
(feet)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
pg. 2 of 8
Month
Oct-32
Nov-32
Dec-32
Jan-33
Feb-33
Mar-33
Apr-33
May-33
Jun-33
Jul-33
Aug-33
Sep-33
Oct-33
Nov-33
Dec-33
Jan-34
Feb-34
Mar-34
Apr-34
May-34
Jun-34
Jul-34
Aug-34
Sep-34
Oct-34
Nov-34
Dec-34
Jan-35
Feb-35
Mar-35
Apr-35
May-35
Jun-35
Jul-35
Aug-35
Sep-35
Oct-35
Nov-35
Dec-35
Jan-36
Feb-36
Mar-36
Apr-36
May-36
Jun-36
Jul-36
Aug-36
Sep-36
Oct-36
Nov-36
Dec-36
Jan-37
Feb-37
Mar-37
Apr-37
May-37
Jun-37
Jul-37
Aug-37
Sep-37
Storage
(acre-feet)
113,705
112,061
110,520
118,619
120,616
119,578
117,274
113,582
105,922
98,099
90,989
85,546
83,188
81,397
80,853
93,084
97,139
96,810
94,096
90,478
82,757
75,986
69,287
63,667
61,725
60,340
59,341
71,800
74,070
82,401
97,601
96,907
92,696
86,857
77,456
71,740
68,299
66,023
64,916
63,499
86,832
90,607
92,394
89,439
85,626
80,963
74,098
70,610
68,522
66,999
70,175
75,864
143,641
193,585
193,585
193,585
190,129
184,024
178,289
173,448
Elevation
(feet)
720.70
719.93
719.19
722.99
723.90
723.42
722.37
720.65
716.95
712.99
709.21
706.18
704.84
703.80
703.49
710.34
712.49
712.32
710.88
708.93
704.59
700.59
696.38
692.67
691.34
690.37
689.67
697.99
699.41
704.38
712.73
712.37
710.13
706.92
701.48
697.95
695.74
694.25
693.51
692.56
706.91
709.00
709.97
708.36
706.23
703.55
699.43
697.23
695.89
694.89
696.95
700.51
733.76
751.80
751.80
751.80
750.68
748.67
746.72
745.04
Surcharge
(feet)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.80
1.80
1.80
0.68
0.00
0.00
0.00
Table B-1
Simulated End-of-Month Storage, Elevation, and Surcharge
in Cachuma Reservoir Under Alterantive 5B
Based on SYRHM, WY 1918-1993
Month
Oct-37
Nov-37
Dec-37
Jan-38
Feb-38
Mar-38
Apr-38
May-38
Jun-38
Jul-38
Aug-38
Sep-38
Oct-38
Nov-38
Dec-38
Jan-39
Feb-39
Mar-39
Apr-39
May-39
Jun-39
Jul-39
Aug-39
Sep-39
Oct-39
Nov-39
Dec-39
Jan-40
Feb-40
Mar-40
Apr-40
May-40
Jun-40
Jul-40
Aug-40
Sep-40
Oct-40
Nov-40
Dec-40
Jan-41
Feb-41
Mar-41
Apr-41
May-41
Jun-41
Jul-41
Aug-41
Sep-41
Oct-41
Nov-41
Dec-41
Jan-42
Feb-42
Mar-42
Apr-42
May-42
Jun-42
Jul-42
Aug-42
Sep-42
Storage
(acre-feet)
169,647
166,766
166,526
165,391
193,585
193,585
193,585
193,585
191,181
185,932
180,345
175,790
172,089
170,156
170,311
172,931
175,206
182,335
180,360
176,929
172,457
163,411
155,566
149,072
146,486
144,452
143,021
143,705
148,912
151,229
150,491
146,937
142,979
133,838
126,311
120,844
117,003
115,477
119,845
147,446
193,585
193,585
193,585
193,585
193,585
191,089
187,026
183,472
180,787
179,626
185,562
189,931
191,420
193,585
193,585
192,343
188,737
183,424
178,407
173,377
Elevation
(feet)
743.68
742.64
742.55
742.13
751.80
751.80
751.80
751.80
751.03
749.31
747.43
745.86
744.56
743.87
743.92
744.86
745.66
748.10
747.43
746.26
744.69
741.40
738.46
735.94
734.91
734.09
733.51
733.79
735.87
736.78
736.49
735.09
733.49
729.69
726.44
724.00
722.24
721.53
723.55
735.29
751.80
751.80
751.80
751.80
751.80
751.00
749.67
748.49
747.58
747.18
749.18
750.62
751.10
751.80
751.80
751.40
750.23
748.47
746.77
745.01
Surcharge
(feet)
0.00
0.00
0.00
0.00
1.80
1.80
1.80
1.80
1.03
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.80
1.80
1.80
1.80
1.80
1.00
0.00
0.00
0.00
0.00
0.00
0.62
1.10
1.80
1.80
1.40
0.23
0.00
0.00
0.00
pg. 3 of 8
Month
Oct-42
Nov-42
Dec-42
Jan-43
Feb-43
Mar-43
Apr-43
May-43
Jun-43
Jul-43
Aug-43
Sep-43
Oct-43
Nov-43
Dec-43
Jan-44
Feb-44
Mar-44
Apr-44
May-44
Jun-44
Jul-44
Aug-44
Sep-44
Oct-44
Nov-44
Dec-44
Jan-45
Feb-45
Mar-45
Apr-45
May-45
Jun-45
Jul-45
Aug-45
Sep-45
Oct-45
Nov-45
Dec-45
Jan-46
Feb-46
Mar-46
Apr-46
May-46
Jun-46
Jul-46
Aug-46
Sep-46
Oct-46
Nov-46
Dec-46
Jan-47
Feb-47
Mar-47
Apr-47
May-47
Jun-47
Jul-47
Aug-47
Sep-47
Storage
(acre-feet)
170,911
168,932
167,433
193,585
193,585
193,585
193,585
193,293
189,250
183,357
177,857
173,296
169,810
167,923
167,752
167,675
193,585
193,585
193,585
192,542
188,492
182,435
176,797
172,080
168,336
168,358
167,392
166,432
187,247
193,585
193,585
190,688
185,589
179,075
173,135
167,326
163,653
161,364
169,184
168,926
169,980
186,714
193,520
190,291
184,618
174,606
166,667
159,997
154,497
156,051
161,273
162,370
161,991
161,383
158,548
151,189
144,451
136,398
128,681
122,174
Elevation
(feet)
744.14
743.42
742.88
751.80
751.80
751.80
751.80
751.71
750.40
748.45
746.58
744.99
743.74
743.06
743.00
742.97
751.80
751.80
751.80
751.46
750.15
748.14
746.21
744.55
743.21
743.22
742.87
742.51
749.74
751.80
751.80
750.86
749.19
747.00
744.93
742.84
741.49
740.64
743.52
743.42
743.80
749.56
751.78
750.74
748.87
745.44
742.60
740.13
738.05
738.64
740.61
741.02
740.88
740.65
739.59
736.77
734.09
730.77
727.48
724.60
Surcharge
(feet)
0.00
0.00
0.00
1.80
1.80
1.80
1.80
1.71
0.40
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.80
1.80
1.80
1.46
0.15
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.80
1.80
0.86
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.78
0.74
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Table B-1
Simulated End-of-Month Storage, Elevation, and Surcharge
in Cachuma Reservoir Under Alterantive 5B
Based on SYRHM, WY 1918-1993
Month
Oct-47
Nov-47
Dec-47
Jan-48
Feb-48
Mar-48
Apr-48
May-48
Jun-48
Jul-48
Aug-48
Sep-48
Oct-48
Nov-48
Dec-48
Jan-49
Feb-49
Mar-49
Apr-49
May-49
Jun-49
Jul-49
Aug-49
Sep-49
Oct-49
Nov-49
Dec-49
Jan-50
Feb-50
Mar-50
Apr-50
May-50
Jun-50
Jul-50
Aug-50
Sep-50
Oct-50
Nov-50
Dec-50
Jan-51
Feb-51
Mar-51
Apr-51
May-51
Jun-51
Jul-51
Aug-51
Sep-51
Oct-51
Nov-51
Dec-51
Jan-52
Feb-52
Mar-52
Apr-52
May-52
Jun-52
Jul-52
Aug-52
Sep-52
Storage
(acre-feet)
116,893
113,830
112,830
111,621
110,768
109,657
107,540
104,199
99,227
93,266
88,858
85,324
82,723
80,909
80,141
79,141
78,033
76,892
72,997
68,613
65,141
61,392
57,656
54,778
52,628
51,324
50,356
49,487
50,470
47,423
45,923
40,591
38,013
35,213
32,380
30,202
28,625
27,811
27,138
26,590
25,975
24,991
23,647
21,347
19,552
17,442
15,479
13,816
12,841
12,275
12,030
112,132
119,701
190,701
193,585
193,585
190,357
184,942
179,108
173,537
Elevation
(feet)
722.19
720.76
720.29
719.72
719.31
718.77
717.75
716.10
713.57
710.44
708.04
706.06
704.57
703.52
703.07
702.48
701.82
701.14
698.74
695.94
693.66
691.11
688.46
686.34
684.72
683.72
682.97
682.28
683.06
680.63
679.40
674.84
672.49
669.81
666.95
664.63
662.90
661.98
661.20
660.56
659.84
658.66
657.03
654.14
651.80
648.93
646.06
643.41
641.76
640.75
640.30
719.96
723.48
750.87
751.80
751.80
750.76
748.98
747.01
745.07
Surcharge
(feet)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.87
1.80
1.80
0.76
0.00
0.00
0.00
pg. 4 of 8
Month
Oct-52
Nov-52
Dec-52
Jan-53
Feb-53
Mar-53
Apr-53
May-53
Jun-53
Jul-53
Aug-53
Sep-53
Oct-53
Nov-53
Dec-53
Jan-54
Feb-54
Mar-54
Apr-54
May-54
Jun-54
Jul-54
Aug-54
Sep-54
Oct-54
Nov-54
Dec-54
Jan-55
Feb-55
Mar-55
Apr-55
May-55
Jun-55
Jul-55
Aug-55
Sep-55
Oct-55
Nov-55
Dec-55
Jan-56
Feb-56
Mar-56
Apr-56
May-56
Jun-56
Jul-56
Aug-56
Sep-56
Oct-56
Nov-56
Dec-56
Jan-57
Feb-57
Mar-57
Apr-57
May-57
Jun-57
Jul-57
Aug-57
Sep-57
Storage
(acre-feet)
170,247
169,773
172,000
177,527
176,429
175,267
172,954
169,203
164,890
155,691
147,917
141,974
137,229
136,112
134,520
136,792
139,032
144,181
145,846
142,590
138,260
128,899
121,437
114,949
110,495
108,412
107,645
107,556
107,111
105,737
103,731
101,707
98,253
91,321
83,924
80,241
77,662
76,328
80,502
90,586
92,738
92,049
93,027
92,512
89,817
85,622
79,408
75,370
73,160
71,765
70,309
70,144
70,128
69,917
68,682
66,880
60,039
55,842
49,749
46,654
Elevation
(feet)
743.90
743.73
744.52
746.46
746.08
745.68
744.86
743.52
741.95
738.51
735.48
733.08
731.12
730.65
729.98
730.94
731.87
733.98
734.65
733.33
731.55
727.58
724.27
721.29
719.18
718.17
717.80
717.75
717.54
716.86
715.86
714.84
713.07
709.39
705.26
703.13
701.60
700.80
703.28
708.99
710.15
709.78
710.31
710.03
708.56
706.23
702.64
700.21
698.85
697.97
697.04
696.93
696.92
696.79
695.99
694.81
690.16
687.13
682.49
680.01
Surcharge
(feet)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Table B-1
Simulated End-of-Month Storage, Elevation, and Surcharge
in Cachuma Reservoir Under Alterantive 5B
Based on SYRHM, WY 1918-1993
Month
Oct-57
Nov-57
Dec-57
Jan-58
Feb-58
Mar-58
Apr-58
May-58
Jun-58
Jul-58
Aug-58
Sep-58
Oct-58
Nov-58
Dec-58
Jan-59
Feb-59
Mar-59
Apr-59
May-59
Jun-59
Jul-59
Aug-59
Sep-59
Oct-59
Nov-59
Dec-59
Jan-60
Feb-60
Mar-60
Apr-60
May-60
Jun-60
Jul-60
Aug-60
Sep-60
Oct-60
Nov-60
Dec-60
Jan-61
Feb-61
Mar-61
Apr-61
May-61
Jun-61
Jul-61
Aug-61
Sep-61
Oct-61
Nov-61
Dec-61
Jan-62
Feb-62
Mar-62
Apr-62
May-62
Jun-62
Jul-62
Aug-62
Sep-62
Storage
(acre-feet)
45,027
43,684
44,401
44,627
76,911
122,188
193,585
193,585
191,747
186,688
181,332
176,714
172,807
170,536
168,409
168,663
180,846
179,309
177,188
173,318
169,224
159,836
152,057
146,370
141,884
139,044
138,132
137,756
136,925
133,421
130,979
127,277
122,898
117,569
110,032
106,536
103,858
102,994
101,838
101,059
99,726
97,823
95,146
90,025
85,817
81,230
76,789
73,331
70,915
69,404
68,492
67,390
162,147
176,603
176,732
172,795
168,092
161,645
154,863
149,433
Elevation
(feet)
678.66
677.53
678.13
678.32
701.15
724.61
751.80
751.80
751.21
749.56
747.76
746.18
744.81
744.00
743.23
743.33
747.60
747.08
746.34
744.99
743.53
740.07
737.11
734.86
733.04
731.88
731.50
731.34
730.99
729.52
728.47
726.87
724.93
722.50
718.96
717.25
715.93
715.49
714.91
714.51
713.83
712.85
711.44
708.68
706.34
703.71
701.08
698.95
697.42
696.46
695.87
695.15
740.94
746.14
746.19
744.81
743.12
740.75
738.19
736.08
Surcharge
(feet)
0.00
0.00
0.00
0.00
0.00
0.00
1.80
1.80
1.21
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
pg. 5 of 8
Month
Oct-62
Nov-62
Dec-62
Jan-63
Feb-63
Mar-63
Apr-63
May-63
Jun-63
Jul-63
Aug-63
Sep-63
Oct-63
Nov-63
Dec-63
Jan-64
Feb-64
Mar-64
Apr-64
May-64
Jun-64
Jul-64
Aug-64
Sep-64
Oct-64
Nov-64
Dec-64
Jan-65
Feb-65
Mar-65
Apr-65
May-65
Jun-65
Jul-65
Aug-65
Sep-65
Oct-65
Nov-65
Dec-65
Jan-66
Feb-66
Mar-66
Apr-66
May-66
Jun-66
Jul-66
Aug-66
Sep-66
Oct-66
Nov-66
Dec-66
Jan-67
Feb-67
Mar-67
Apr-67
May-67
Jun-67
Jul-67
Aug-67
Sep-67
Storage
(acre-feet)
146,837
144,661
143,336
142,199
142,300
141,481
139,726
136,904
132,883
127,606
120,317
117,130
114,690
113,437
112,060
111,246
109,780
108,081
105,877
100,592
96,294
91,541
86,894
83,335
80,840
79,445
78,462
77,692
76,642
75,206
84,381
82,248
75,617
69,038
64,345
61,143
59,165
80,635
109,940
127,341
134,517
135,289
131,008
125,691
121,021
115,099
105,452
99,253
93,800
89,873
137,164
168,455
182,772
193,585
193,585
193,585
193,585
189,831
181,562
175,477
Elevation
(feet)
735.05
734.17
733.64
733.17
733.21
732.88
732.16
730.99
729.29
727.01
723.76
722.30
721.17
720.58
719.93
719.54
718.83
718.01
716.93
714.28
712.05
709.51
706.94
704.92
703.48
702.66
702.08
701.62
700.99
700.11
705.52
704.30
700.36
696.22
693.13
690.94
689.54
703.36
718.91
726.90
729.98
730.31
728.49
726.17
724.08
721.36
716.72
713.59
710.72
708.59
731.09
743.25
748.25
751.80
751.80
751.80
751.80
750.59
747.84
745.75
Surcharge
(feet)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.80
1.80
1.80
1.80
0.59
0.00
0.00
Table B-1
Simulated End-of-Month Storage, Elevation, and Surcharge
in Cachuma Reservoir Under Alterantive 5B
Based on SYRHM, WY 1918-1993
Month
Oct-67
Nov-67
Dec-67
Jan-68
Feb-68
Mar-68
Apr-68
May-68
Jun-68
Jul-68
Aug-68
Sep-68
Oct-68
Nov-68
Dec-68
Jan-69
Feb-69
Mar-69
Apr-69
May-69
Jun-69
Jul-69
Aug-69
Sep-69
Oct-69
Nov-69
Dec-69
Jan-70
Feb-70
Mar-70
Apr-70
May-70
Jun-70
Jul-70
Aug-70
Sep-70
Oct-70
Nov-70
Dec-70
Jan-71
Feb-71
Mar-71
Apr-71
May-71
Jun-71
Jul-71
Aug-71
Sep-71
Oct-71
Nov-71
Dec-71
Jan-72
Feb-72
Mar-72
Apr-72
May-72
Jun-72
Jul-72
Aug-72
Sep-72
Storage
(acre-feet)
172,738
171,770
170,618
169,649
169,661
171,531
168,359
164,887
157,151
152,500
146,641
140,878
137,150
134,854
133,622
193,585
193,585
193,585
193,585
193,585
193,069
188,947
184,040
179,620
175,823
174,537
173,105
173,838
176,676
191,322
187,634
184,026
180,152
171,085
163,180
158,278
154,150
155,427
166,666
172,975
174,273
174,174
171,661
168,879
161,680
153,750
145,823
140,258
136,367
134,025
142,334
143,140
142,494
140,310
137,405
130,198
123,633
118,903
112,564
106,862
Elevation
(feet)
744.79
744.44
744.03
743.68
743.69
744.36
743.22
741.95
739.06
737.28
734.97
732.63
731.09
730.12
729.60
751.80
751.80
751.80
751.80
751.80
751.63
750.30
748.68
747.18
745.87
745.42
744.92
745.18
746.17
751.07
749.87
748.67
747.36
744.20
741.32
739.49
737.92
738.40
742.60
744.87
745.33
745.29
744.40
743.40
740.76
737.76
734.64
732.38
730.76
729.77
733.23
733.56
733.29
732.40
731.19
728.14
725.26
723.12
720.16
717.41
Surcharge
(feet)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.80
1.80
1.80
1.80
1.80
1.63
0.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.07
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
pg. 6 of 8
Month
Oct-72
Nov-72
Dec-72
Jan-73
Feb-73
Mar-73
Apr-73
May-73
Jun-73
Jul-73
Aug-73
Sep-73
Oct-73
Nov-73
Dec-73
Jan-74
Feb-74
Mar-74
Apr-74
May-74
Jun-74
Jul-74
Aug-74
Sep-74
Oct-74
Nov-74
Dec-74
Jan-75
Feb-75
Mar-75
Apr-75
May-75
Jun-75
Jul-75
Aug-75
Sep-75
Oct-75
Nov-75
Dec-75
Jan-76
Feb-76
Mar-76
Apr-76
May-76
Jun-76
Jul-76
Aug-76
Sep-76
Oct-76
Nov-76
Dec-76
Jan-77
Feb-77
Mar-77
Apr-77
May-77
Jun-77
Jul-77
Aug-77
Sep-77
Storage
(acre-feet)
103,031
102,724
101,617
114,342
182,566
193,585
193,585
192,769
188,462
182,247
176,464
171,724
167,970
165,510
164,810
184,788
186,257
192,887
192,369
189,196
184,073
177,350
171,520
165,506
161,666
159,957
161,574
160,649
168,157
193,585
193,585
192,405
188,063
181,814
176,167
171,448
167,844
165,853
164,043
162,100
164,677
162,305
160,200
156,622
148,875
140,874
133,225
128,148
124,657
123,051
121,761
121,467
120,054
118,424
115,751
113,006
109,067
101,193
96,482
93,023
Elevation
(feet)
715.51
715.36
714.80
721.00
748.18
751.80
751.80
751.54
750.14
748.07
746.09
744.43
743.08
742.18
741.92
748.93
749.41
751.58
751.41
750.38
748.69
746.40
744.35
742.18
740.76
740.12
740.72
740.38
743.14
751.80
751.80
751.42
750.01
747.93
745.99
744.33
743.03
742.30
741.64
740.92
741.87
741.00
740.21
738.86
735.86
732.63
729.43
727.25
725.71
725.00
724.42
724.28
723.64
722.90
721.66
720.37
718.49
714.58
712.15
710.31
Surcharge
(feet)
0.00
0.00
0.00
0.00
0.00
1.80
1.80
1.54
0.14
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.58
1.41
0.38
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.80
1.80
1.42
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Table B-1
Simulated End-of-Month Storage, Elevation, and Surcharge
in Cachuma Reservoir Under Alterantive 5B
Based on SYRHM, WY 1918-1993
Month
Oct-77
Nov-77
Dec-77
Jan-78
Feb-78
Mar-78
Apr-78
May-78
Jun-78
Jul-78
Aug-78
Sep-78
Oct-78
Nov-78
Dec-78
Jan-79
Feb-79
Mar-79
Apr-79
May-79
Jun-79
Jul-79
Aug-79
Sep-79
Oct-79
Nov-79
Dec-79
Jan-80
Feb-80
Mar-80
Apr-80
May-80
Jun-80
Jul-80
Aug-80
Sep-80
Oct-80
Nov-80
Dec-80
Jan-81
Feb-81
Mar-81
Apr-81
May-81
Jun-81
Jul-81
Aug-81
Sep-81
Oct-81
Nov-81
Dec-81
Jan-82
Feb-82
Mar-82
Apr-82
May-82
Jun-82
Jul-82
Aug-82
Sep-82
Storage
(acre-feet)
90,338
88,405
87,804
106,400
193,585
193,585
193,585
193,585
192,431
187,704
182,958
179,090
175,286
173,811
172,650
179,235
193,585
193,585
193,585
192,931
188,592
182,634
176,857
171,866
167,469
165,325
164,279
166,737
193,585
193,585
193,585
193,585
190,491
185,328
179,650
174,855
170,879
168,626
166,916
166,971
167,468
185,396
184,628
181,476
177,003
171,555
165,139
159,237
155,254
153,162
151,833
151,138
150,021
152,206
167,900
166,287
163,042
154,305
146,588
140,237
Elevation
(feet)
708.85
707.78
707.45
717.19
751.80
751.80
751.80
751.80
751.43
749.89
748.31
747.00
745.68
745.17
744.76
747.05
751.80
751.80
751.80
751.59
750.18
748.20
746.23
744.48
742.89
742.11
741.72
742.63
751.80
751.80
751.80
751.80
750.80
749.11
747.19
745.53
744.13
743.31
742.69
742.71
742.89
749.13
748.87
747.81
746.28
744.37
742.04
739.85
738.34
737.53
737.02
736.75
736.31
737.16
743.05
742.46
741.27
737.98
734.95
732.37
Surcharge
(feet)
0.00
0.00
0.00
0.00
1.80
1.80
1.80
1.80
1.43
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.80
1.80
1.80
1.59
0.18
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.80
1.80
1.80
1.80
0.80
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
pg. 7 of 8
Month
Oct-82
Nov-82
Dec-82
Jan-83
Feb-83
Mar-83
Apr-83
May-83
Jun-83
Jul-83
Aug-83
Sep-83
Oct-83
Nov-83
Dec-83
Jan-84
Feb-84
Mar-84
Apr-84
May-84
Jun-84
Jul-84
Aug-84
Sep-84
Oct-84
Nov-84
Dec-84
Jan-85
Feb-85
Mar-85
Apr-85
May-85
Jun-85
Jul-85
Aug-85
Sep-85
Oct-85
Nov-85
Dec-85
Jan-86
Feb-86
Mar-86
Apr-86
May-86
Jun-86
Jul-86
Aug-86
Sep-86
Oct-86
Nov-86
Dec-86
Jan-87
Feb-87
Mar-87
Apr-87
May-87
Jun-87
Jul-87
Aug-87
Sep-87
Storage
(acre-feet)
137,965
137,783
152,166
193,585
193,585
193,585
193,585
193,585
193,585
192,061
189,084
185,795
186,375
189,595
193,585
193,585
193,585
192,719
190,191
184,871
179,634
173,091
167,429
161,825
157,813
156,106
156,460
155,815
155,528
154,362
151,793
147,878
140,061
132,162
126,747
121,070
117,668
117,050
115,796
115,388
158,936
192,313
193,585
190,701
186,020
179,511
173,503
168,113
164,145
162,411
160,758
159,365
158,146
157,402
153,130
149,120
144,524
139,232
132,092
127,452
Elevation
(feet)
731.43
731.35
737.15
751.80
751.80
751.80
751.80
751.80
751.80
751.31
750.34
749.26
749.45
750.51
751.80
751.80
751.80
751.52
750.70
748.95
747.19
744.91
742.88
740.82
739.31
738.66
738.80
738.55
738.44
738.00
737.01
735.46
732.29
728.98
726.64
724.10
722.55
722.26
721.68
721.49
739.74
751.39
751.80
750.87
749.33
747.14
745.06
743.13
741.67
741.03
740.42
739.90
739.44
739.16
737.52
735.96
734.12
731.95
728.95
726.95
Surcharge
(feet)
0.00
0.00
0.00
1.80
1.80
1.80
1.80
1.80
1.80
1.31
0.34
0.00
0.00
0.51
1.80
1.80
1.80
1.52
0.70
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.39
1.80
0.87
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Table B-1
Simulated End-of-Month Storage, Elevation, and Surcharge
in Cachuma Reservoir Under Alterantive 5B
Based on SYRHM, WY 1918-1993
Month
Oct-87
Nov-87
Dec-87
Jan-88
Feb-88
Mar-88
Apr-88
May-88
Jun-88
Jul-88
Aug-88
Sep-88
Oct-88
Nov-88
Dec-88
Jan-89
Feb-89
Mar-89
Apr-89
May-89
Jun-89
Jul-89
Aug-89
Sep-89
Oct-89
Nov-89
Dec-89
Jan-90
Feb-90
Mar-90
Apr-90
May-90
Jun-90
Jul-90
Aug-90
Sep-90
Oct-90
Nov-90
Dec-90
Jan-91
Feb-91
Mar-91
Apr-91
May-91
Jun-91
Jul-91
Aug-91
Sep-91
Oct-91
Nov-91
Dec-91
Jan-92
Feb-92
Mar-92
Apr-92
May-92
Jun-92
Jul-92
Aug-92
Sep-92
Storage
(acre-feet)
125,379
123,734
122,873
122,508
121,925
124,564
122,128
118,763
111,288
104,220
98,408
93,157
90,841
89,250
88,422
87,301
87,281
85,821
83,290
80,278
75,665
69,612
65,409
62,572
60,589
59,024
57,681
56,885
56,065
54,493
52,302
48,565
46,294
42,814
39,921
37,943
36,279
35,182
34,553
33,881
33,398
67,616
76,258
73,454
68,700
63,175
57,616
54,961
52,210
50,914
50,771
51,436
137,141
164,131
171,637
169,943
165,907
159,909
150,196
143,694
Elevation
(feet)
726.03
725.30
724.92
724.75
724.49
725.67
724.58
723.05
719.56
716.11
713.15
710.38
709.13
708.25
707.79
707.17
707.16
706.34
704.90
703.15
700.39
696.59
693.84
691.93
690.55
689.44
688.48
687.90
687.30
686.13
684.47
681.55
679.71
676.78
674.24
672.43
670.85
669.78
669.16
668.49
668.00
695.30
700.75
699.03
696.00
692.34
688.43
686.48
684.40
683.40
683.29
683.81
731.08
741.67
744.40
743.79
742.32
740.10
736.38
733.78
Surcharge
(feet)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
pg. 8 of 8
Month
Oct-92
Nov-92
Dec-92
Jan-93
Feb-93
Mar-93
Apr-93
May-93
Jun-93
Jul-93
Aug-93
Sep-93
Storage
(acre-feet)
140,311
137,785
137,377
193,585
193,585
193,585
193,585
193,585
192,891
188,635
183,774
179,262
Elevation
(feet)
732.40
731.35
731.18
751.80
751.80
751.80
751.80
751.80
751.58
750.20
748.59
747.06
Surcharge
(feet)
0.00
0.00
0.00
1.80
1.80
1.80
1.80
1.80
1.58
0.20
0.00
0.00
Table B-2
Simulated End-of-Month Storage, Elevation, and Surcharge
in Cachuma Reservoir Under Alterantive 5C
Based on SYRHM, WY 1918-1993
Month
Oct-17
Nov-17
Dec-17
Jan-18
Feb-18
Mar-18
Apr-18
May-18
Jun-18
Jul-18
Aug-18
Sep-18
Oct-18
Nov-18
Dec-18
Jan-19
Feb-19
Mar-19
Apr-19
May-19
Jun-19
Jul-19
Aug-19
Sep-19
Oct-19
Nov-19
Dec-19
Jan-20
Feb-20
Mar-20
Apr-20
May-20
Jun-20
Jul-20
Aug-20
Sep-20
Oct-20
Nov-20
Dec-20
Jan-21
Feb-21
Mar-21
Apr-21
May-21
Jun-21
Jul-21
Aug-21
Sep-21
Oct-21
Nov-21
Dec-21
Jan-22
Feb-22
Mar-22
Apr-22
May-22
Jun-22
Jul-22
Aug-22
Sep-22
Storage
(acre-feet)
173,182
171,008
169,056
167,446
197,343
197,343
197,343
197,343
196,339
190,796
185,209
181,147
177,340
176,616
175,637
174,659
174,302
172,311
168,785
165,085
160,464
151,190
146,350
140,328
136,475
134,421
134,106
132,586
133,957
142,985
144,903
142,067
138,052
128,999
124,463
118,023
114,000
111,722
110,529
111,388
111,976
113,930
112,017
109,448
106,066
101,295
91,965
86,713
81,960
79,709
99,695
116,225
175,141
197,343
197,343
197,343
193,048
186,805
181,103
176,311
Elevation
(feet)
744.95
744.17
743.47
742.89
753.00
753.00
753.00
753.00
752.68
750.90
749.07
747.70
746.40
746.15
745.81
745.46
745.34
744.63
743.37
742.02
740.31
736.77
734.85
732.40
730.81
729.94
729.81
729.16
729.74
733.49
734.27
733.12
731.46
727.62
725.63
722.71
720.84
719.76
719.19
719.60
719.89
720.81
719.91
718.67
717.02
714.63
709.74
706.84
704.13
702.82
713.82
721.88
745.63
753.00
753.00
753.00
751.63
749.59
747.69
746.04
Surcharge
(feet)
0.00
0.00
0.00
0.00
3.00
3.00
3.00
3.00
2.68
0.90
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.00
3.00
3.00
1.63
0.00
0.00
0.00
pg. 1 of 8
Month
Oct-22
Nov-22
Dec-22
Jan-23
Feb-23
Mar-23
Apr-23
May-23
Jun-23
Jul-23
Aug-23
Sep-23
Oct-23
Nov-23
Dec-23
Jan-24
Feb-24
Mar-24
Apr-24
May-24
Jun-24
Jul-24
Aug-24
Sep-24
Oct-24
Nov-24
Dec-24
Jan-25
Feb-25
Mar-25
Apr-25
May-25
Jun-25
Jul-25
Aug-25
Sep-25
Oct-25
Nov-25
Dec-25
Jan-26
Feb-26
Mar-26
Apr-26
May-26
Jun-26
Jul-26
Aug-26
Sep-26
Oct-26
Nov-26
Dec-26
Jan-27
Feb-27
Mar-27
Apr-27
May-27
Jun-27
Jul-27
Aug-27
Sep-27
Storage
(acre-feet)
172,588
171,265
176,857
178,169
178,700
176,562
174,679
171,247
167,246
162,120
152,903
146,496
141,134
139,066
137,893
136,574
135,240
135,996
133,553
129,784
125,316
120,069
113,230
107,732
104,014
101,975
101,039
99,783
98,655
98,108
98,194
95,405
91,601
85,602
78,553
74,831
72,678
71,139
69,917
68,930
71,638
72,220
133,282
134,229
129,889
123,760
117,544
111,709
104,831
107,079
107,713
109,275
190,438
197,343
197,343
194,748
190,008
183,701
177,968
173,151
Elevation
(feet)
744.73
744.26
746.23
746.68
746.87
746.13
745.47
744.26
742.81
740.93
737.43
734.91
732.74
731.88
731.40
730.85
730.29
730.60
729.57
727.96
726.01
723.65
720.48
717.84
716.01
714.98
714.50
713.86
713.28
713.00
713.04
711.58
709.54
706.22
702.13
699.88
698.54
697.57
696.79
696.15
697.89
698.25
729.46
729.86
728.01
725.31
722.49
719.76
716.41
717.52
717.83
718.59
750.78
753.00
753.00
752.17
750.64
748.56
746.61
744.93
Surcharge
(feet)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.78
3.00
3.00
2.17
0.64
0.00
0.00
0.00
Table B-2
Simulated End-of-Month Storage, Elevation, and Surcharge
in Cachuma Reservoir Under Alterantive 5C
Based on SYRHM, WY 1918-1993
Month
Oct-27
Nov-27
Dec-27
Jan-28
Feb-28
Mar-28
Apr-28
May-28
Jun-28
Jul-28
Aug-28
Sep-28
Oct-28
Nov-28
Dec-28
Jan-29
Feb-29
Mar-29
Apr-29
May-29
Jun-29
Jul-29
Aug-29
Sep-29
Oct-29
Nov-29
Dec-29
Jan-30
Feb-30
Mar-30
Apr-30
May-30
Jun-30
Jul-30
Aug-30
Sep-30
Oct-30
Nov-30
Dec-30
Jan-31
Feb-31
Mar-31
Apr-31
May-31
Jun-31
Jul-31
Aug-31
Sep-31
Oct-31
Nov-31
Dec-31
Jan-32
Feb-32
Mar-32
Apr-32
May-32
Jun-32
Jul-32
Aug-32
Sep-32
Storage
(acre-feet)
170,173
168,419
167,686
166,218
172,960
174,400
171,161
167,437
163,300
154,244
146,469
139,912
134,518
133,411
132,794
131,770
132,062
132,258
131,083
127,700
119,715
112,082
106,055
100,262
96,228
94,145
92,743
92,132
90,694
94,321
92,177
89,021
85,125
79,152
73,181
70,120
67,694
66,251
64,999
64,363
63,509
61,725
59,628
55,857
52,718
49,331
45,979
43,359
41,400
40,487
47,940
53,659
141,394
150,088
147,178
142,383
137,331
130,976
124,509
118,446
Elevation
(feet)
743.87
743.24
742.97
742.44
744.87
745.37
744.23
742.88
741.36
737.95
734.90
732.23
729.98
729.51
729.25
728.81
728.94
729.02
728.52
727.05
723.49
719.94
717.02
714.11
712.01
710.91
710.16
709.83
709.05
711.00
709.85
708.13
705.95
702.49
698.86
696.92
695.35
694.40
693.57
693.14
692.56
691.34
689.87
687.14
684.79
682.16
679.45
677.25
675.55
674.75
681.05
685.50
732.84
736.34
735.18
733.25
731.16
728.47
725.65
722.91
Surcharge
(feet)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
pg. 2 of 8
Month
Oct-32
Nov-32
Dec-32
Jan-33
Feb-33
Mar-33
Apr-33
May-33
Jun-33
Jul-33
Aug-33
Sep-33
Oct-33
Nov-33
Dec-33
Jan-34
Feb-34
Mar-34
Apr-34
May-34
Jun-34
Jul-34
Aug-34
Sep-34
Oct-34
Nov-34
Dec-34
Jan-35
Feb-35
Mar-35
Apr-35
May-35
Jun-35
Jul-35
Aug-35
Sep-35
Oct-35
Nov-35
Dec-35
Jan-36
Feb-36
Mar-36
Apr-36
May-36
Jun-36
Jul-36
Aug-36
Sep-36
Oct-36
Nov-36
Dec-36
Jan-37
Feb-37
Mar-37
Apr-37
May-37
Jun-37
Jul-37
Aug-37
Sep-37
Storage
(acre-feet)
115,255
113,607
112,064
120,178
122,172
121,129
118,658
114,954
107,309
99,473
91,962
86,526
84,164
82,370
81,832
94,065
98,121
97,788
95,069
91,419
83,672
76,246
69,611
63,988
62,027
60,629
59,618
72,067
74,325
82,641
97,822
97,119
92,898
87,047
77,636
71,827
68,393
66,103
64,993
63,572
86,903
90,673
92,454
89,488
85,662
80,983
74,106
70,606
68,510
66,981
70,152
75,835
143,608
197,343
197,343
197,343
193,842
187,706
181,938
177,072
Elevation
(feet)
721.43
720.66
719.93
723.70
724.60
724.13
723.00
721.29
717.63
713.70
709.73
706.74
705.40
704.37
704.06
710.87
713.00
712.83
711.40
709.44
705.12
700.75
696.59
692.89
691.55
690.58
689.87
698.16
699.57
704.52
712.85
712.48
710.24
707.03
701.58
698.01
695.80
694.30
693.56
692.61
706.95
709.03
710.00
708.38
706.25
703.56
699.43
697.23
695.88
694.88
696.94
700.50
733.75
753.00
753.00
753.00
751.88
749.89
747.97
746.30
Surcharge
(feet)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.00
3.00
3.00
1.88
0.00
0.00
0.00
Table B-2
Simulated End-of-Month Storage, Elevation, and Surcharge
in Cachuma Reservoir Under Alterantive 5C
Based on SYRHM, WY 1918-1993
Month
Oct-37
Nov-37
Dec-37
Jan-38
Feb-38
Mar-38
Apr-38
May-38
Jun-38
Jul-38
Aug-38
Sep-38
Oct-38
Nov-38
Dec-38
Jan-39
Feb-39
Mar-39
Apr-39
May-39
Jun-39
Jul-39
Aug-39
Sep-39
Oct-39
Nov-39
Dec-39
Jan-40
Feb-40
Mar-40
Apr-40
May-40
Jun-40
Jul-40
Aug-40
Sep-40
Oct-40
Nov-40
Dec-40
Jan-41
Feb-41
Mar-41
Apr-41
May-41
Jun-41
Jul-41
Aug-41
Sep-41
Oct-41
Nov-41
Dec-41
Jan-42
Feb-42
Mar-42
Apr-42
May-42
Jun-42
Jul-42
Aug-42
Sep-42
Storage
(acre-feet)
173,253
170,345
170,114
168,980
197,343
197,343
197,343
197,343
194,915
189,636
184,018
179,440
175,721
173,777
173,950
176,580
178,851
185,986
183,991
180,535
176,031
166,956
159,087
152,574
149,972
147,929
146,499
147,197
152,413
154,722
153,971
150,392
146,408
137,244
129,692
124,207
120,355
118,815
123,204
150,825
197,343
197,343
197,343
197,343
197,343
194,822
190,733
187,158
184,458
183,289
189,248
193,615
195,099
197,336
197,343
196,081
192,451
187,108
182,060
177,005
Elevation
(feet)
744.97
743.93
743.85
743.44
753.00
753.00
753.00
753.00
752.23
750.52
748.67
747.12
745.84
745.15
745.21
746.13
746.92
749.32
748.66
747.49
745.94
742.71
739.79
737.31
736.29
735.48
734.91
735.19
737.24
738.14
737.85
736.46
734.88
731.13
727.92
725.51
723.78
723.08
725.07
736.63
753.00
753.00
753.00
753.00
753.00
752.20
750.88
749.71
748.82
748.42
750.40
751.81
752.28
753.00
753.00
752.60
751.43
749.69
748.01
746.28
Surcharge
(feet)
0.00
0.00
0.00
0.00
3.00
3.00
3.00
3.00
2.23
0.52
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.00
3.00
3.00
3.00
3.00
2.20
0.88
0.00
0.00
0.00
0.40
1.81
2.28
3.00
3.00
2.60
1.43
0.00
0.00
0.00
pg. 3 of 8
Month
Oct-42
Nov-42
Dec-42
Jan-43
Feb-43
Mar-43
Apr-43
May-43
Jun-43
Jul-43
Aug-43
Sep-43
Oct-43
Nov-43
Dec-43
Jan-44
Feb-44
Mar-44
Apr-44
May-44
Jun-44
Jul-44
Aug-44
Sep-44
Oct-44
Nov-44
Dec-44
Jan-45
Feb-45
Mar-45
Apr-45
May-45
Jun-45
Jul-45
Aug-45
Sep-45
Oct-45
Nov-45
Dec-45
Jan-46
Feb-46
Mar-46
Apr-46
May-46
Jun-46
Jul-46
Aug-46
Sep-46
Oct-46
Nov-46
Dec-46
Jan-47
Feb-47
Mar-47
Apr-47
May-47
Jun-47
Jul-47
Aug-47
Sep-47
Storage
(acre-feet)
174,523
172,535
171,034
197,343
197,343
197,343
197,343
197,031
192,964
187,042
181,510
176,926
173,425
171,527
171,371
171,296
197,343
197,343
197,343
196,280
192,204
186,116
180,447
175,706
171,944
171,973
171,005
170,040
190,872
197,343
197,343
194,424
189,299
182,750
176,777
170,943
167,260
164,965
172,809
172,545
173,599
190,353
197,141
193,892
188,192
178,146
170,178
163,490
157,978
159,544
164,771
165,864
165,480
164,870
162,022
154,641
147,876
139,798
132,058
125,528
Elevation
(feet)
745.42
744.71
744.18
753.00
753.00
753.00
753.00
752.90
751.60
749.67
747.82
746.25
745.03
744.36
744.30
744.27
753.00
753.00
753.00
752.66
751.36
749.37
747.46
745.83
744.50
744.51
744.17
743.82
750.92
753.00
753.00
752.07
750.41
748.24
746.20
744.15
742.82
741.98
744.81
744.72
745.09
750.76
752.94
751.90
750.05
746.68
743.87
741.43
739.37
739.96
741.91
742.31
742.17
741.94
740.89
738.10
735.46
732.19
728.94
726.10
Surcharge
(feet)
0.00
0.00
0.00
3.00
3.00
3.00
3.00
2.90
1.60
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.00
3.00
3.00
2.66
1.36
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.92
3.00
3.00
2.07
0.41
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.76
2.94
1.90
0.05
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Table B-2
Simulated End-of-Month Storage, Elevation, and Surcharge
in Cachuma Reservoir Under Alterantive 5C
Based on SYRHM, WY 1918-1993
Month
Oct-47
Nov-47
Dec-47
Jan-48
Feb-48
Mar-48
Apr-48
May-48
Jun-48
Jul-48
Aug-48
Sep-48
Oct-48
Nov-48
Dec-48
Jan-49
Feb-49
Mar-49
Apr-49
May-49
Jun-49
Jul-49
Aug-49
Sep-49
Oct-49
Nov-49
Dec-49
Jan-50
Feb-50
Mar-50
Apr-50
May-50
Jun-50
Jul-50
Aug-50
Sep-50
Oct-50
Nov-50
Dec-50
Jan-51
Feb-51
Mar-51
Apr-51
May-51
Jun-51
Jul-51
Aug-51
Sep-51
Oct-51
Nov-51
Dec-51
Jan-52
Feb-52
Mar-52
Apr-52
May-52
Jun-52
Jul-52
Aug-52
Sep-52
Storage
(acre-feet)
120,126
117,067
116,063
114,849
113,995
112,889
110,765
107,405
102,415
96,422
91,989
88,438
85,823
84,002
83,240
82,241
81,129
79,991
76,077
71,585
67,991
64,092
60,213
57,228
55,002
53,651
52,645
51,739
52,683
49,574
47,994
42,537
39,816
36,846
33,853
31,555
29,895
29,025
28,296
27,699
27,035
25,981
24,549
22,126
20,194
17,919
15,797
14,015
12,955
12,331
12,030
112,079
119,648
190,708
197,343
197,343
194,051
188,561
182,502
176,927
Elevation
(feet)
723.67
722.27
721.81
721.24
720.84
720.32
719.31
717.68
715.20
712.12
709.75
707.80
706.34
705.31
704.87
704.29
703.65
702.98
700.64
697.85
695.54
692.96
690.29
688.15
686.51
685.50
684.73
684.04
684.76
682.35
681.09
676.54
674.15
671.39
668.46
666.08
664.30
663.34
662.53
661.85
661.09
659.85
658.13
655.13
652.64
649.59
646.54
643.74
641.96
640.85
640.30
719.93
723.46
750.87
753.00
753.00
751.95
750.17
748.16
746.25
Surcharge
(feet)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.87
3.00
3.00
1.95
0.17
0.00
0.00
pg. 4 of 8
Month
Oct-52
Nov-52
Dec-52
Jan-53
Feb-53
Mar-53
Apr-53
May-53
Jun-53
Jul-53
Aug-53
Sep-53
Oct-53
Nov-53
Dec-53
Jan-54
Feb-54
Mar-54
Apr-54
May-54
Jun-54
Jul-54
Aug-54
Sep-54
Oct-54
Nov-54
Dec-54
Jan-55
Feb-55
Mar-55
Apr-55
May-55
Jun-55
Jul-55
Aug-55
Sep-55
Oct-55
Nov-55
Dec-55
Jan-56
Feb-56
Mar-56
Apr-56
May-56
Jun-56
Jul-56
Aug-56
Sep-56
Oct-56
Nov-56
Dec-56
Jan-57
Feb-57
Mar-57
Apr-57
May-57
Jun-57
Jul-57
Aug-57
Sep-57
Storage
(acre-feet)
173,561
173,093
175,342
180,865
179,757
178,582
176,253
172,475
168,136
158,913
151,112
145,218
140,460
139,342
137,745
140,028
142,272
147,429
149,077
145,800
141,449
132,061
124,587
118,078
113,609
111,522
110,759
110,681
110,235
108,850
106,839
104,800
101,321
94,363
86,942
83,243
80,650
79,314
83,518
93,609
95,756
95,056
96,031
95,440
92,653
88,351
82,035
77,917
75,652
74,212
72,721
72,537
72,498
72,244
70,954
69,063
62,111
57,779
51,563
48,373
Elevation
(feet)
745.08
744.91
745.70
747.61
747.23
746.83
746.02
744.69
743.14
739.73
736.74
734.40
732.46
732.00
731.34
732.28
733.20
735.28
735.94
734.63
732.87
728.94
725.68
722.74
720.66
719.67
719.30
719.27
719.05
718.38
717.40
716.40
714.65
711.03
706.97
704.87
703.37
702.58
705.03
710.62
711.76
711.39
711.91
711.60
710.11
707.75
704.17
701.75
700.39
699.50
698.57
698.45
698.43
698.27
697.45
696.24
691.61
688.55
683.91
681.40
Surcharge
(feet)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Table B-2
Simulated End-of-Month Storage, Elevation, and Surcharge
in Cachuma Reservoir Under Alterantive 5C
Based on SYRHM, WY 1918-1993
Month
Oct-57
Nov-57
Dec-57
Jan-58
Feb-58
Mar-58
Apr-58
May-58
Jun-58
Jul-58
Aug-58
Sep-58
Oct-58
Nov-58
Dec-58
Jan-59
Feb-59
Mar-59
Apr-59
May-59
Jun-59
Jul-59
Aug-59
Sep-59
Oct-59
Nov-59
Dec-59
Jan-60
Feb-60
Mar-60
Apr-60
May-60
Jun-60
Jul-60
Aug-60
Sep-60
Oct-60
Nov-60
Dec-60
Jan-61
Feb-61
Mar-61
Apr-61
May-61
Jun-61
Jul-61
Aug-61
Sep-61
Oct-61
Nov-61
Dec-61
Jan-62
Feb-62
Mar-62
Apr-62
May-62
Jun-62
Jul-62
Aug-62
Sep-62
Storage
(acre-feet)
46,681
45,293
45,980
46,169
78,433
123,667
197,343
197,343
195,479
190,391
185,004
180,361
176,434
174,149
172,011
172,277
184,488
182,931
180,793
176,894
172,767
163,347
155,544
149,836
145,333
142,483
141,568
141,202
140,372
136,860
134,409
130,685
126,281
120,926
113,196
109,680
106,989
106,138
104,980
104,206
102,865
100,953
98,257
93,054
88,754
84,059
79,516
75,977
73,501
71,963
71,026
69,896
164,659
179,112
179,227
175,271
170,549
164,086
157,309
151,830
Elevation
(feet)
680.03
678.88
679.45
679.61
702.06
725.27
753.00
753.00
752.41
750.77
749.00
747.43
746.08
745.28
744.53
744.62
748.83
748.30
747.58
746.24
744.80
741.38
738.45
736.24
734.44
733.29
732.91
732.76
732.42
730.97
729.94
728.35
726.43
724.04
720.46
718.79
717.48
717.06
716.49
716.10
715.43
714.46
713.07
710.32
707.98
705.34
702.70
700.58
699.06
698.09
697.50
696.77
741.86
747.01
747.05
745.68
744.01
741.65
739.12
737.02
Surcharge
(feet)
0.00
0.00
0.00
0.00
0.00
0.00
3.00
3.00
2.41
0.77
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
pg. 5 of 8
Month
Oct-62
Nov-62
Dec-62
Jan-63
Feb-63
Mar-63
Apr-63
May-63
Jun-63
Jul-63
Aug-63
Sep-63
Oct-63
Nov-63
Dec-63
Jan-64
Feb-64
Mar-64
Apr-64
May-64
Jun-64
Jul-64
Aug-64
Sep-64
Oct-64
Nov-64
Dec-64
Jan-65
Feb-65
Mar-65
Apr-65
May-65
Jun-65
Jul-65
Aug-65
Sep-65
Oct-65
Nov-65
Dec-65
Jan-66
Feb-66
Mar-66
Apr-66
May-66
Jun-66
Jul-66
Aug-66
Sep-66
Oct-66
Nov-66
Dec-66
Jan-67
Feb-67
Mar-67
Apr-67
May-67
Jun-67
Jul-67
Aug-67
Sep-67
Storage
(acre-feet)
149,223
147,039
145,712
144,572
144,681
143,865
142,106
139,275
135,242
129,949
122,646
119,452
117,006
115,755
114,373
113,562
112,088
110,384
108,174
102,876
98,562
93,789
89,125
85,555
83,053
81,660
80,680
79,909
78,854
77,413
86,593
84,387
77,674
71,000
66,213
62,940
60,905
82,361
111,644
129,048
136,221
136,988
132,700
127,373
122,691
116,756
107,097
100,890
95,429
91,504
138,799
170,096
184,409
197,343
197,343
197,343
197,343
193,541
185,239
179,121
Elevation
(feet)
736.00
735.13
734.60
734.14
734.18
733.85
733.13
731.97
730.29
728.03
724.81
723.37
722.24
721.66
721.02
720.64
719.94
719.13
718.06
715.43
713.23
710.72
708.18
706.19
704.76
703.96
703.38
702.93
702.31
701.45
706.77
705.52
701.61
697.48
694.37
692.18
690.77
704.36
719.73
727.64
730.70
731.02
729.21
726.91
724.83
722.13
717.53
714.43
711.59
709.49
731.77
743.84
748.80
753.00
753.00
753.00
753.00
751.79
749.08
747.01
Surcharge
(feet)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.00
3.00
3.00
3.00
1.79
0.00
0.00
Table B-2
Simulated End-of-Month Storage, Elevation, and Surcharge
in Cachuma Reservoir Under Alterantive 5C
Based on SYRHM, WY 1918-1993
Month
Oct-67
Nov-67
Dec-67
Jan-68
Feb-68
Mar-68
Apr-68
May-68
Jun-68
Jul-68
Aug-68
Sep-68
Oct-68
Nov-68
Dec-68
Jan-69
Feb-69
Mar-69
Apr-69
May-69
Jun-69
Jul-69
Aug-69
Sep-69
Oct-69
Nov-69
Dec-69
Jan-70
Feb-70
Mar-70
Apr-70
May-70
Jun-70
Jul-70
Aug-70
Sep-70
Oct-70
Nov-70
Dec-70
Jan-71
Feb-71
Mar-71
Apr-71
May-71
Jun-71
Jul-71
Aug-71
Sep-71
Oct-71
Nov-71
Dec-71
Jan-72
Feb-72
Mar-72
Apr-72
May-72
Jun-72
Jul-72
Aug-72
Sep-72
Storage
(acre-feet)
176,360
175,396
174,243
173,271
173,279
175,142
171,951
168,453
160,691
156,012
150,122
144,338
140,602
138,300
137,068
197,343
197,343
197,343
197,343
197,343
196,809
192,662
187,725
183,284
179,467
178,173
176,737
177,474
180,311
194,962
191,257
187,622
183,720
174,619
166,688
161,767
157,626
158,912
170,166
176,472
177,762
177,649
175,119
172,319
165,096
157,143
149,188
143,604
139,703
137,356
145,687
146,488
145,835
143,637
140,716
133,489
126,902
122,147
115,785
110,057
Elevation
(feet)
746.06
745.72
745.32
744.98
744.98
745.63
744.51
743.25
740.39
738.63
736.35
734.04
732.52
731.57
731.05
753.00
753.00
753.00
753.00
753.00
752.83
751.50
749.90
748.42
747.13
746.68
746.19
746.44
747.42
752.24
751.05
749.86
748.57
745.45
742.61
740.79
739.24
739.73
743.87
746.10
746.54
746.50
745.62
744.64
742.03
739.06
735.98
733.74
732.15
731.17
734.59
734.91
734.65
733.76
732.56
729.55
726.70
724.59
721.68
718.97
Surcharge
(feet)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.00
3.00
3.00
3.00
3.00
2.83
1.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.24
1.05
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
pg. 6 of 8
Month
Oct-72
Nov-72
Dec-72
Jan-73
Feb-73
Mar-73
Apr-73
May-73
Jun-73
Jul-73
Aug-73
Sep-73
Oct-73
Nov-73
Dec-73
Jan-74
Feb-74
Mar-74
Apr-74
May-74
Jun-74
Jul-74
Aug-74
Sep-74
Oct-74
Nov-74
Dec-74
Jan-75
Feb-75
Mar-75
Apr-75
May-75
Jun-75
Jul-75
Aug-75
Sep-75
Oct-75
Nov-75
Dec-75
Jan-76
Feb-76
Mar-76
Apr-76
May-76
Jun-76
Jul-76
Aug-76
Sep-76
Oct-76
Nov-76
Dec-76
Jan-77
Feb-77
Mar-77
Apr-77
May-77
Jun-77
Jul-77
Aug-77
Sep-77
Storage
(acre-feet)
106,215
105,918
104,810
117,552
185,809
197,343
197,343
196,507
192,173
185,928
180,115
175,352
171,581
169,119
168,422
188,425
189,885
196,517
195,985
192,794
187,643
180,887
175,029
165,845
163,531
160,876
162,813
161,886
169,390
197,343
197,343
196,143
191,775
185,492
179,812
175,069
171,449
169,449
167,634
165,683
168,279
165,900
163,789
160,191
152,414
144,386
137,204
132,042
128,852
127,237
125,933
125,648
124,227
122,596
119,730
116,978
113,021
105,049
100,525
96,832
Elevation
(feet)
717.10
716.95
716.40
722.49
749.26
753.00
753.00
752.73
751.34
749.30
747.35
745.71
744.38
743.49
743.24
750.13
750.60
752.74
752.57
751.54
749.87
747.61
745.59
742.30
741.45
740.46
741.18
740.84
743.59
753.00
753.00
752.62
751.22
749.16
747.25
745.61
744.33
743.61
742.95
742.24
743.19
742.32
741.54
740.21
737.25
734.06
731.11
728.93
727.56
726.85
726.28
726.15
725.52
724.79
723.49
722.23
720.38
716.52
714.24
712.33
Surcharge
(feet)
0.00
0.00
0.00
0.00
0.00
3.00
3.00
2.73
1.34
0.00
0.00
0.00
0.00
0.00
0.00
0.13
0.60
2.74
2.57
1.54
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.00
3.00
2.62
1.22
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Table B-2
Simulated End-of-Month Storage, Elevation, and Surcharge
in Cachuma Reservoir Under Alterantive 5C
Based on SYRHM, WY 1918-1993
Month
Oct-77
Nov-77
Dec-77
Jan-78
Feb-78
Mar-78
Apr-78
May-78
Jun-78
Jul-78
Aug-78
Sep-78
Oct-78
Nov-78
Dec-78
Jan-79
Feb-79
Mar-79
Apr-79
May-79
Jun-79
Jul-79
Aug-79
Sep-79
Oct-79
Nov-79
Dec-79
Jan-80
Feb-80
Mar-80
Apr-80
May-80
Jun-80
Jul-80
Aug-80
Sep-80
Oct-80
Nov-80
Dec-80
Jan-81
Feb-81
Mar-81
Apr-81
May-81
Jun-81
Jul-81
Aug-81
Sep-81
Oct-81
Nov-81
Dec-81
Jan-82
Feb-82
Mar-82
Apr-82
May-82
Jun-82
Jul-82
Aug-82
Sep-82
Storage
(acre-feet)
94,131
91,989
91,596
110,214
197,343
197,343
197,343
197,343
196,164
191,410
186,633
182,747
178,924
177,449
176,286
182,900
197,343
197,343
197,343
196,666
192,300
186,310
180,500
175,481
171,071
168,920
167,876
170,346
197,343
197,343
197,343
197,343
194,206
189,014
183,304
178,486
174,488
172,221
170,507
170,574
171,073
189,024
188,243
185,064
180,552
175,068
168,622
162,703
158,709
156,614
155,281
154,596
153,472
155,667
171,360
169,727
166,462
157,700
149,955
143,590
Elevation
(feet)
710.90
709.75
709.54
719.04
753.00
753.00
753.00
753.00
752.62
751.10
749.54
748.24
746.94
746.43
746.03
748.29
753.00
753.00
753.00
752.78
751.39
749.43
747.48
745.75
744.19
743.42
743.04
743.93
753.00
753.00
753.00
753.00
752.00
750.32
748.43
746.79
745.40
744.60
743.99
744.02
744.19
750.32
750.07
749.02
747.50
745.61
743.31
741.14
739.65
738.86
738.35
738.09
737.65
738.50
744.30
743.71
742.53
739.27
736.28
733.74
Surcharge
(feet)
0.00
0.00
0.00
0.00
3.00
3.00
3.00
3.00
2.62
1.10
0.00
0.00
0.00
0.00
0.00
0.00
3.00
3.00
3.00
2.78
1.39
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.00
3.00
3.00
3.00
2.00
0.32
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.32
0.07
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
pg. 7 of 8
Month
Oct-82
Nov-82
Dec-82
Jan-83
Feb-83
Mar-83
Apr-83
May-83
Jun-83
Jul-83
Aug-83
Sep-83
Oct-83
Nov-83
Dec-83
Jan-84
Feb-84
Mar-84
Apr-84
May-84
Jun-84
Jul-84
Aug-84
Sep-84
Oct-84
Nov-84
Dec-84
Jan-85
Feb-85
Mar-85
Apr-85
May-85
Jun-85
Jul-85
Aug-85
Sep-85
Oct-85
Nov-85
Dec-85
Jan-86
Feb-86
Mar-86
Apr-86
May-86
Jun-86
Jul-86
Aug-86
Sep-86
Oct-86
Nov-86
Dec-86
Jan-87
Feb-87
Mar-87
Apr-87
May-87
Jun-87
Jul-87
Aug-87
Sep-87
Storage
(acre-feet)
141,308
141,134
155,522
197,343
197,343
197,343
197,343
197,343
197,343
195,792
192,794
189,485
190,062
193,292
197,343
197,343
197,343
196,463
193,915
188,563
183,291
176,710
171,016
165,390
161,366
159,660
160,026
159,380
159,089
157,917
155,329
151,388
143,542
135,617
130,175
124,481
121,056
120,448
119,022
118,620
162,196
195,615
197,343
193,967
189,261
182,736
176,659
171,271
167,288
165,547
163,892
162,497
161,276
160,533
156,243
152,209
147,588
142,274
135,113
129,721
Elevation
(feet)
732.81
732.74
738.44
753.00
753.00
753.00
753.00
753.00
753.00
752.51
751.55
750.47
750.66
751.71
753.00
753.00
753.00
752.72
751.91
750.17
748.42
746.18
744.17
742.13
740.64
740.01
740.14
739.90
739.79
739.35
738.37
736.85
733.72
730.44
728.13
725.63
724.10
723.82
723.17
722.99
740.95
752.45
753.00
751.92
750.40
748.24
746.16
744.26
742.83
742.19
741.58
741.07
740.61
740.33
738.72
737.17
735.35
733.20
730.23
727.93
Surcharge
(feet)
0.00
0.00
0.00
3.00
3.00
3.00
3.00
3.00
3.00
2.51
1.55
0.47
0.66
1.71
3.00
3.00
3.00
2.72
1.91
0.17
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.45
3.00
1.92
0.40
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Table B-2
Simulated End-of-Month Storage, Elevation, and Surcharge
in Cachuma Reservoir Under Alterantive 5C
Based on SYRHM, WY 1918-1993
Month
Oct-87
Nov-87
Dec-87
Jan-88
Feb-88
Mar-88
Apr-88
May-88
Jun-88
Jul-88
Aug-88
Sep-88
Oct-88
Nov-88
Dec-88
Jan-89
Feb-89
Mar-89
Apr-89
May-89
Jun-89
Jul-89
Aug-89
Sep-89
Oct-89
Nov-89
Dec-89
Jan-90
Feb-90
Mar-90
Apr-90
May-90
Jun-90
Jul-90
Aug-90
Sep-90
Oct-90
Nov-90
Dec-90
Jan-91
Feb-91
Mar-91
Apr-91
May-91
Jun-91
Jul-91
Aug-91
Sep-91
Oct-91
Nov-91
Dec-91
Jan-92
Feb-92
Mar-92
Apr-92
May-92
Jun-92
Jul-92
Aug-92
Sep-92
Storage
(acre-feet)
127,644
126,006
125,165
124,807
124,226
126,860
124,423
121,042
113,518
108,664
102,285
96,727
94,082
92,684
91,869
90,747
90,731
89,261
86,710
83,595
79,125
72,912
68,476
65,540
63,481
61,862
60,471
59,641
58,783
57,151
54,882
51,019
48,602
44,949
41,892
39,789
38,033
36,874
36,189
35,466
34,938
69,111
77,662
74,784
69,981
64,365
58,710
55,990
53,192
51,863
51,696
52,335
138,025
165,017
172,518
170,818
166,776
160,772
151,052
144,545
Elevation
(feet)
727.03
726.31
725.94
725.78
725.52
726.69
725.61
724.09
720.61
718.29
715.14
712.28
710.88
710.12
709.68
709.07
709.07
708.26
706.84
705.07
702.47
698.69
695.86
693.93
692.54
691.44
690.47
689.88
689.27
688.09
686.42
683.48
681.58
678.59
675.98
674.12
672.51
671.42
670.76
670.06
669.54
696.27
701.60
699.85
696.83
693.14
689.22
687.24
685.15
684.14
684.01
684.50
731.45
742.00
744.71
744.10
742.64
740.42
736.71
734.13
Surcharge
(feet)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
pg. 8 of 8
Month
Oct-92
Nov-92
Dec-92
Jan-93
Feb-93
Mar-93
Apr-93
May-93
Jun-93
Jul-93
Aug-93
Sep-93
Storage
(acre-feet)
141,168
136,406
135,994
197,343
197,343
197,343
197,343
197,343
196,624
192,343
187,453
182,918
Elevation
(feet)
732.75
730.78
730.60
753.00
753.00
753.00
753.00
753.00
752.77
751.40
749.81
748.30
Surcharge
(feet)
0.00
0.00
0.00
3.00
3.00
3.00
3.00
3.00
2.77
1.40
0.00
0.00
Draft Technical Memorandum No. 7
Hydrologic Impacts of Alternatives 5B and 5C on Salinity
C
DRAFT
TECHNICAL MEMORANDUM No. 7
2171 E. Francisco Blvd., Suite K • San Rafael, California • 94901
TEL: (415) 457-0701 FAX: (415) 457-1638 E-mail: [email protected]
TO :
David Fee, URS
DATE:
June 16, 2006
rev. August 22, 2006
FROM:
Curtis Lawler
JOB NO:
1893
RE:
Hydrologic Impacts of Alternatives 5B and 5C on Salinity
1.
INTRODUCTION
This technical memorandum was prepared to determine the hydrologic impacts of
Alternatives 5B and 5C on surface water salinity and ground water salinity in the Lompoc Plain.
The two additional alternatives (Alternatives 5B and 5C) were identified for the revised Draft
Environmental Impact Report on Consideration of Modifications to the U.S. Bureau of
Reclamation’s Water Right Permits 11308 and 11310 (Applications 11331 and 11332) to Protect
Public Trust Values and Downstream Water Rights on the Santa Ynez River below Bradbury
Dam (Cachuma Reservoir) dated August 2003. Draft Technical Memorandum No. 5 (Re:
Hydrologic Impact Analysis of Possible Cachuma Operations Alternatives) provides a detailed
discussion on how these alternatives (Alternatives 5B and 5C) were analyzed using the Santa
Ynez River Hydrology Model (SYRHM). Draft Technical Memorandum No. 5 includes the
results on: (1) Cachuma Reservoir operations; (2) Santa Ynez River flows; (3) above Narrows
groundwater storage; (4) water rights releases; (5) Cachuma Project water supply; (6) State
Water Project (SWP) deliveries; and (7) sensitivity analysis.
Presented in this memorandum are the results of hydrologic impact analyses of
Alternatives 5B and 5C for:
•
•
•
Effects on salinity in Cachuma Reservoir;
Effects on salinity of surface flows at Lompoc Narrows; and
Effects on salinity of ground water in Lompoc Plain.
The focus of this salinity analysis is on concentrations of total dissolved solids (TDS) in
the Santa Ynez River (surface flow) at the Lompoc Narrows. The Santa Ynez River passes
through the Lompoc Narrows, then flows across the Lompoc Plain, where the Lompoc Plain
ground water basin is located. The TDS concentrations of the groundwater in the central and
Stetson Engineers, Inc.
F:\Data\1893\TechMemos\TM 7\TM7_HydroImpacts 5A-Calts_Salinity.doc
1
DRAFT
C
western Lompoc plains have increased from less than 1,000 milligrams per liter (mg/L) in the
1940s to greater than 2,000 mg/L in the 1960s (USGS, 1997). The surface water flow of Santa
Ynez River reaching the Lompoc Narrows is a significant source of recharge for the Lompoc
Plain aquifer. This study has been undertaken, primarily, for the purpose of determining the
impacts, if any, of the Cachuma Project operations (including SWP water deliveries) on the TDS
concentrations of surface flows at the Lompoc Narrows.
Hydrologic impact analyses were performed using three different models. The SYRHM
was used to determine impacts to the surface water at the Lompoc Narrows. The Lompoc
groundwater models by the U.S. Geological Survey (USGS) and Hydrologic Consultants, Inc
(HCI) were used to determine impacts on salinity in the Lompoc Plain main aquifer.
2.
SURFACE WATER SALINITY ANALYSIS OF ALTERNATIVES 5B AND 5C
This section covers the methodology utilized for modeling the salinity in the Santa Ynez
River and the impact analysis for Alternatives 5B and 5C.
2A.
METHODOLOGY FOR MODELING SALINITY IN SANTA YNEZ RIVER FROM CACHUMA
RESERVOIR TO LOMPOC NARROWS
The SYRHM was utilized for the surface water salinity analysis of the EIR alternatives.
Technical Memorandum No. 1 provides an overview of the SYRHM and modeling results
prepared for the SWRCB Draft EIR (August 2003) which included hydrologic analyses for seven
alternatives (Alternatives 1, 2, 3A, 3B, 3C, 4A and 4B). Technical Memorandum No. 3 explains
the methodology of modeling surface water salinity in the SYRHM, including model calibration.
An overview of the main sources of salts in the surface water as modeled in the SYRHM is
summarized below.
•
Salinity varies in the local runoff within the Santa Ynez River watershed
according to the magnitude of surface flows, where high flows have low salinity
and low flows have high salinity. Five different flow-salinity relationships were
used in the SYRHM based on five geographic regions with measured salinity
data.
•
Imports of SWP water with lower salinity affects the TDS concentrations when
blended with Santa Ynez River water. In the SYRHM, the SWP imports are
either mixed directly in Cachuma Reservoir or released as commingled water into
the Santa Ynez River through the Cachuma outlet works.
Stetson Engineers, Inc.
F:\Data\1893\TechMemos\TM 7\TM7_HydroImpacts 5A-Calts_Salinity.doc
2
DRAFT
C
•
Another source of salt loading incorporated in the SYRHM is channel loading
where the salinity of the Santa Ynez River increases from Solvang to the Lompoc
Narrows due to salt contributions from the river channel and associated subflow
in the alluvial deposits.
Alternatives 5B and 5C are very similar to Alternatives 3B and 3C in terms of how the
surface water salinity is modeled in the SYRHM. Table 1 shows the SWP deliveries under
various alternatives including Alternative 5B and 5C. Alternatives 5B and 5C would involve
slightly different operations of the SWP imports as discussed below.
TABLE 1
SWP WATER DELIVERIES USED IN SYRHM
Exchange with
ID#1
Alternative
1
2
3A
3B
3C
4B
5B
5C
(a)
0
2,497
2,472
2,482
2,497
2,501
2,470
2,484
Average for Period 1942-1993 , afa
BNA Exchange SWP Delivered SWP Released
in the Outlet
to Cachuma
for Alt 4B only
Works
Lake
(c)
0
5,489
5,878
5,844
5,836
4,853
5,251
5,246
(b)
0
0
0
0
0
1,770
0
0
(d)
0
1,789
1,802
1,841
1,866
1,245
2,317
2,337
Total SWP
Imports
(a)+(b)+(c)+(d)
0
10,135
10,152
10,167
10,199
10,369
10,038
10,068
The total amount of SWP water delivery to the South Coast would be reduced slightly
(<1%) under Alternatives 5B and 5C in comparison to the baseline condition (Alternative 2).
However, more SWP is released directly into the river in Alternatives 5B and 5C. This is due to
the increased use of the outlet works for making additional releases for fish under Alternatives
5B and 5C. The higher target flows under Alternatives 5B and 5C would require at times
releases greater than 10 cfs (Hilton Creek watering system capacity) and releases for fish might
contain up to 50% SWP water and have a lower salinity. However, during the months of
December through June, no SWP water could be delivered if releases are being made for fish
through the outlet works.
Tables 2 and 3 show the annual SWP imports under Alternatives 5B and 5C. Please note
that tables in Appendix D of Draft Technical Memorandum No. 5 of August 11, 2005 were
revised
Stetson Engineers, Inc.
F:\Data\1893\TechMemos\TM 7\TM7_HydroImpacts 5A-Calts_Salinity.doc
3
DRAFT
Table 2
SUMMARY OF STATE WATER PROJECT DELIVERIES
FOR ALTERNATIVE 5B
(ACRE-FEET/YEAR)
DEMAND
WATER
YEAR
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG
TOTAL
SUPPLY
M&I Projected
ID No. 1 Delivery as Percentage
SWP Demand 1) Exchange
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
DELIVERY
ID No. 1
Exchange
of Full Entitlement 2) Shortage 3)
100%
100%
89%
100%
92%
100%
90%
100%
88%
100%
75%
100%
67%
100%
65%
88%
67%
69%
88%
51%
96%
88%
90%
100%
83%
100%
69%
100%
90%
97%
88%
84%
90%
93%
88%
100%
63%
100%
61%
98%
78%
99%
94%
100%
88%
100%
82%
93%
96%
98%
96%
100%
89%
100%
93%
100%
89%
100%
94%
100%
88%
100%
82%
100%
94%
100%
96%
100%
88%
100%
33%
100%
68%
100%
85%
100%
82%
100%
83%
100%
94%
100%
100%
100%
100%
100%
96%
100%
81%
100%
69%
100%
43%
100%
58%
93%
46%
75%
29%
75%
31%
95%
76%
100%
80%
96%
Reduced
Delivery due
ID No. 1
SWP in
SWP in
Total Imports
under South
to Spill 4)
Exchange Cachuma 5) Outlet Works 6) Coast Contracts
1,868
2,571
8,392
521
11,483
3,173
2,571
2,831
1,421
6,822
2,467
2,571
5,367
1,500
9,438
1,645
2,571
6,589
1,659
10,819
0
2,571
6,589
4,988
14,148
0
2,571
3,203
4,888
10,662
0
2,571
4,007
2,588
9,166
0
2,272
5,649
1,055
8,976
0
1,768
6,162
1,236
9,167
0
1,321
10,196
515
12,031
1,820
2,258
5,022
1,647
8,927
0
2,571
9,207
3,065
14,843
0
2,571
5,892
2,995
11,458
0
2,571
4,123
2,855
9,549
0
2,493
8,174
1,494
12,161
0
2,171
5,863
3,101
11,135
1,677
2,379
7,350
1,171
10,900
0
2,571
7,283
3,162
13,016
0
2,571
3,749
2,274
8,594
0
2,515
4,848
1,040
8,403
0
2,546
3,216
2,047
7,810
0
2,571
12,415
885
15,871
0
2,571
9,285
175
12,031
0
2,398
5,642
3,227
11,267
0
2,520
3,591
3,177
9,288
3,545
2,571
2,705
5,665
10,942
0
2,571
7,153
2,684
12,409
4,230
2,571
2,705
2,044
7,321
0
2,571
8,760
2,168
13,499
0
2,571
5,157
5,523
13,251
0
2,571
4,945
3,857
11,373
1,453
2,571
3,453
2,333
8,356
0
2,571
7,793
2,171
12,535
1,773
2,571
4,015
2,142
8,728
0
2,571
7,732
5,506
15,809
0
2,571
888
1,364
4,823
2,231
2,571
3,421
922
6,914
2,214
2,571
3,271
1,515
7,357
2,875
2,571
2,705
2,179
7,455
0
2,571
9,572
1,485
13,628
0
2,571
6,004
4,412
12,986
5,544
2,571
4,716
384
7,671
2,779
2,571
3,345
1,632
7,548
0
2,571
6,292
5,291
14,154
699
2,571
4,958
2,178
9,706
0
2,571
7,928
1,666
12,166
0
2,571
1,433
1,958
5,962
0
2,385
3,749
1,887
8,021
0
1,916
3,189
1,197
6,302
0
1,927
0
2,084
4,011
0
2,445
44
1,713
4,202
3,282
2,571
2,460
1,835
6,866
832
2,470
5,251
2,317
10,038
NOTES
1) Based on total South Coast contractual agreements with CCWA not including drought buffers and additional water (4,500 afy) contracted by Goleta.
2) Based on DWR's SWP model DWRSIM v. 9.06T
Uses results from DWR's No Action scenario 786 which uses Delta historic hydrology
with regulations (including 1995 WQCP Bay-Delta Accord, 1997 AFRP CVPIA(b) and the New Melones Interim Operation plan)
and no new storage facilities. The percentages in this table do not include the option of purchasing the 10% drought buffer.
3) Based on shortages in Cachuma Project estimated by the SYRHM 0498
4) Assumes no CCWA deliveries when Cachuma is spilling and also that South Coast would not want to make-up that delivery water
because of the wetness of the basin and already assuming full deliveries of 13750 pending spills
5) SWP reductions in delivery (due to restrictions of 50% SWP during water right releases and 0% SWP during passage releases)
are redistributed to the following months up to one year.
6) Limited to being 50% of outlet releases
TM7_SalinityTables.xls 8/22/2006
4
Table 3
SUMMARY OF STATE WATER PROJECT DELIVERIES
FOR ALTERNATIVE 5C
(ACRE-FEET/YEAR)
DEMAND
WATER
YEAR
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
AVG
TOTAL
SUPPLY
M&I Projected
ID No. 1 Delivery as Percentage
SWP Demand 1) Exchange
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
13,750
2,571
DELIVERY
ID No. 1
Exchange
of Full Entitlement 2) Shortage 3)
100%
100%
89%
100%
92%
100%
90%
100%
88%
100%
75%
100%
67%
100%
65%
90%
67%
73%
88%
56%
96%
89%
90%
100%
83%
100%
69%
100%
90%
98%
88%
87%
90%
94%
88%
100%
63%
100%
61%
99%
78%
100%
94%
100%
88%
100%
82%
95%
96%
98%
96%
100%
89%
100%
93%
100%
89%
100%
94%
100%
88%
100%
82%
100%
94%
100%
96%
100%
88%
100%
33%
100%
68%
100%
85%
100%
82%
100%
83%
100%
94%
100%
100%
100%
100%
100%
96%
100%
81%
100%
69%
100%
43%
100%
58%
95%
46%
78%
29%
78%
31%
96%
76%
100%
80%
97%
Reduced
Delivery due
ID No. 1
SWP in
SWP in
Total Imports
under South
to Spill 4)
Exchange Cachuma 5) Outlet Works 6) Coast Contracts
919
2,571
9,341
522
12,434
3,173
2,571
2,830
1,421
6,821
2,467
2,571
5,367
1,500
9,438
1,645
2,571
6,589
1,660
10,820
0
2,571
6,589
4,989
14,149
0
2,571
3,203
4,887
10,661
0
2,571
4,004
2,591
9,166
0
2,324
5,595
1,057
8,976
0
1,866
6,080
1,220
9,166
0
1,431
10,086
515
12,031
1,816
2,283
5,014
1,735
9,032
0
2,571
9,207
2,965
14,743
0
2,571
5,892
2,995
11,458
0
2,571
4,124
2,854
9,549
0
2,529
8,144
1,491
12,165
0
2,243
5,819
3,094
11,156
1,673
2,405
7,317
1,167
10,889
0
2,571
7,274
3,162
13,007
0
2,571
3,749
2,274
8,594
0
2,551
4,817
1,035
8,403
0
2,562
3,209
2,055
7,827
0
2,571
12,398
885
15,854
0
2,571
9,285
175
12,031
0
2,433
5,612
3,223
11,268
0
2,530
3,588
3,177
9,295
3,545
2,571
2,705
5,666
10,942
0
2,571
7,153
2,685
12,409
4,230
2,571
2,705
2,044
7,321
0
2,571
8,760
2,168
13,498
0
2,571
5,157
5,523
13,251
0
2,571
4,945
3,778
11,295
1,453
2,571
3,531
2,333
8,435
0
2,571
7,793
2,754
13,118
1,773
2,571
4,058
1,816
8,445
0
2,571
7,732
5,449
15,752
0
2,571
1,251
1,357
5,178
2,231
2,571
3,324
1,019
6,914
2,214
2,571
3,271
1,515
7,357
2,875
2,571
2,705
2,179
7,455
0
2,571
9,571
1,485
13,628
0
2,571
6,004
4,412
12,986
5,544
2,571
4,716
384
7,671
2,779
2,571
3,345
1,632
7,548
0
2,571
6,292
5,291
14,154
699
2,571
4,953
2,202
9,725
0
2,571
7,917
1,701
12,189
0
2,571
1,391
1,958
5,920
0
2,433
3,653
1,935
8,021
0
2,011
3,096
1,195
6,302
0
2,004
296
1,711
4,010
0
2,460
0
1,741
4,201
3,282
2,571
1,337
2,958
6,866
814
2,484
5,246
2,337
10,068
NOTES
1) Based on total South Coast contractual agreements with CCWA not including drought buffers and additional water (4,500 afy) contracted by Goleta.
2) Based on DWR's SWP model DWRSIM v. 9.06T
Uses results from DWR's No Action scenario 786 which uses Delta historic hydrology
with regulations (including 1995 WQCP Bay-Delta Accord, 1997 AFRP CVPIA(b) and the New Melones Interim Operation plan)
and no new storage facilities. The percentages in this table do not include the option of purchasing the 10% drought buffer.
3) Based on shortages in Cachuma Project estimated by the SYRHM 0498
4) Assumes no CCWA deliveries when Cachuma is spilling and also that South Coast would not want to make-up that delivery water
because of the wetness of the basin and already assuming full deliveries of 13750 pending spills
5) SWP reductions in delivery (due to restrictions of 50% SWP during water right releases and 0% SWP during passage releases)
are redistributed to the following months up to one year.
6) Limited to being 50% of outlet releases
TM7_SalinityTables.xls 8/22/2006
5
C
to reflect rescheduling of the SWP imports when water rights releases are made. This is
consistent with the modeling of other EIR alternatives, except Alternative 1 which does not have
SWP imports. This rescheduling of SWP imports is done in accordance with the Settlement
Agreement of 2002 which states that the parties will “make best efforts to maximize the delivery
by the Central Coast Water Authority (‘CCWA’) of State Water Project (SWP) water with lower
concentrations of total dissolved solids (‘TDS’) into the outlet works at Bradbury Dam during
WR 89-18 water rights releases consistent with the NMFS BO.”
In performing the surface water salinity modeling for Alternatives 5B and 5C, a computer
programming “bug” was found in the SYRHM model code for surface water salinity modeling
originally performed in 2001. The bug relates to Cachuma Reservoir salinity. Releases for fish
are made from Cachuma Reservoir on an iterative basis in the SYRHM model code for each
month until downstream flow targets are met. Due to these iterations within the model’s
monthly timestep, the salts from the incremental releases for fish were not properly taken out of
Cachuma Reservoir. The results of this model programming bug is that the salinity in Cachuma
Reservoir was about 8 mg/L higher than it should have been for Alternative 2 and about 18 mg/L
higher than it should have been for Alternatives 3A, 3B, and 3C. Because Alternative 1 did not
have releases for fish, the Cachuma Reservoir salinity in Alternative 1 is unchanged. Likewise,
the model calibration of the SYRHM for surface water salinity modeling did not change because
the model calibration did not have releases for fish. Table 4 summarizes the median Cachuma
Reservoir salinity for the period 1942-1993 for the previous and revised surface water salinity
model runs performed in 2001 and 2006, respectively. This programming bug created errors in
Cachuma Reservoir salinity of about 1.5 to 3 percent based on the median salinity.
Table 4
Corrections in Simulated Cachuma Reservoir Salinity (1942-1993)
Alternative
1
2
3A
3B
3C
4B
5B
5C
Technical
Memorandum
2001
Median Salinity (mg/L)
Technical
Difference
Memorandum
2006
605
575
585
585
585
591
NA
NA
Stetson Engineers, Inc.
F:\Data\1893\TechMemos\TM 7\TM7_HydroImpacts 5A-Calts_Salinity.doc
Percentage
605
566
567
567
567
572
0
-8
-18
-18
-18
-19
0
-1.5%
-3.1%
-3.2%
-3.2%
-3.3%
569
570
0
0
0
0
6
DRAFT
C
The error from the programming bug was even smaller in the salinity of surface flows at
the Lompoc Narrows due to attenuation from the above Narrows riparian reach. The results of
this model programming bug is that the surface water salinity at the Lompoc Narrows was about
2 mg/L higher than it should have been for Alternative 2 and about 5 mg/L higher than it should
have been for Alternatives 3A, 3B, and 3C. Table 5 summarizes the surface water salinity for
the flows for the Lompoc Narrows for the previous and revised surface water salinity model runs
performed in 2001 and 2006, respectively. This programming bug created errors in the Santa
Ynez River salinity at the Lompoc Narrows of less than one percent based on the average
salinity.
Table 5
Corrections in Simulated Salinity of Santa Ynez River at Lompoc Narrows (1942-1993)
Alternative
1
2
3A
3B
3C
4B
5B
5C
Average Annual Flow Weighed TDS (mg/L)
Technical
Technical
Difference Percentage
Memorandum Memorandum
2001
2006
766
743
752
758
751
562
NA
NA
766
741
747
753
746
560
0
-2
-5
-5
-5
-2
0
-0.3%
-0.7%
-0.7%
-0.7%
-0.4%
747
747
0
0
0
0
The quantity of surface water flows for any of the alternatives is not affected by the
above corrections. Since the revised surface water salinity changes are small, none of the
conclusions from the previous Stetson technical memoranda have changed. However, all surface
water salinity figures have been updated here. Aside from the above changes, all other modeling
assumptions and limitations in the SYRHM are the same for all of the alternatives, including
Alternatives 5B and 5C.
2B.
RESULTS OF SURFACE WATER ANALYSIS – ALTERNATIVES 5B AND 5C
Overall, the SYRHM results indicate that the surface water salinity under Alternatives 5B
and 5C is very similar to Alternatives 3B and 3C due to similar operations for WR 89-18 and
releases for fish and similar import quantities of SWP water.
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Figure 1 shows the TDS concentrations in Cachuma Reservoir for each alternative.
Alternative 1 has the highest TDS due to no imports of SWP. All of the TDS concentrations are
very similar, except during droughts when the amount of storage in Cachuma Reservoir decreases
so that SWP imports become a larger percentage of the storage.
Figure 2 shows the frequency of TDS concentrations in water rights releases directly below
the dam. SWP mixing in the outlet works is limited to 50% of the WR 89-18 releases, and SWP
imports are typically about 300 mg/L lower in TDS concentration than the TDS in Cachuma
Reservoir. For these reasons, the TDS of WR 89-18 releases under Alternative 2, 3A, 3B, 3C, 4B,
5B, and 5C are typically about 150 mg/L lower than Alternative 1 as shown in Figure 2.
The simulated flow and TDS of the Santa Ynez River at the Lompoc Narrows from the
SYRHM are the inputs to the Lompoc Plain groundwater models. The differences in flow and
TDS concentrations of the surface water at the Lompoc Narrows are discussed briefly here in order
to facilitate the understanding of the simulated response in TDS concentrations of the Lompoc
Plain ground water for the EIR alternatives.
The primary difference between the EIR alternatives regarding the salinity at the Narrows is
related to the importation of SWP water. In Alternative 1, there are no SWP imports. In
Alternative 4B, SWP imports are recharged directly into Lompoc Plain aquifer in exchange for the
Below Narrows Account (WR 89-18) water. All of the other alternatives (including Alternatives
5B and 5C) are very similar in terms of SWP imports. Figure 3 shows the frequency of TDS
concentrations of water rights releases (WR 89-18) at the Narrows. The frequency analysis does
not include months of no flows or flows less than 0.5 cfs at the Narrows. Figure 3 indicates that
imports of SWP water improve the salinity at the Narrows during WR 89-18 releases. The median
difference in TDS concentrations between Alternative 1 and other alternatives (including
Alternatives 5B and 5C) is about 130 mg/L.
The total surface flow at the Lompoc Narrows is very similar for the EIR alternatives
because of the tributary contributions in the reach between Bradbury Dam and the Lompoc
Narrows and the similarity in total amount of water discharged from Cachuma Reservoir as either
spills, water rights releases, or releases for fish (Stetson, 2001, 2005). Figure 4 shows the annual
average flows of the Santa Ynez River at the Lompoc Narrows. The monthly average simulated
flows based on the SYRHM for the period 1942-1988 are shown in Figure 5. The differences
between the alternatives are most apparent during summer months. The greatest differences exist
between Alternatives 2, 3, and 5, which are very similar, and Alternative 4. In Alternative 4B,
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SWP water is recharged directly at or below the Narrows and increases the flow significantly in dry
months. However, directly upstream of the recharge point near the Lompoc Narrows, surface
flows are actually smaller than the rest of the alternatives due to the proposed Below Narrows
Exchange as shown in Figure 5.
The average annual flow weighted TDS of the Santa Ynez River (simulated by SYRHM) at
the Narrows for the EIR alternatives is shown in Figure 6. The monthly average TDS of flows
simulated at the Narrows for each EIR alternative is shown in Figure 7. These graphs clearly show
the inverse relationship between flow and TDS. The wintertime TDS is 300 to 600 mg/L lower
than summertime TDS because of the higher flows. The TDS concentrations for Alternatives 2,
3B, 3C, 5B, and 5C are very similar. There is less similarity in the TDS for Alternative 4.
Alternative 4B stands out because, at low flows, the effects of discharging State Project water
below the Narrows for recharge significantly reduce the average TDS, even though the amount of
water discharged is relatively small. However, the TDS at the Narrows, except during the winter
months, would be higher under Alternative 4B immediately upstream of the recharge area than it is
under the baseline operation (Alternative 2) because Below Narrows Account releases would no
longer be made from Cachuma Reservoir.
3.
GROUND WATER SALINITY ANALYSIS OF ALTERNATIVES 5B AND 5C
This section covers the methodology utilized for modeling salinity in the Lompoc ground
water basin and the results of analysis using the USGS and HCI models.
3A.
METHODOLOGY FOR MODELING SALINITY IN LOMPOC PLAIN GROUND WATER BASIN
Two sets of Lompoc Plain groundwater models were utilized for the ground water
salinity analysis of the alternatives. These models are generally referred to as the USGS and
HCI flow and solute transport models. Technical Memorandum No. 4 explains the methodology
of modeling groundwater salinity in the Lompoc Plain. The reader is also referred to the USGS
(1997) and HCI (1997, 1999) reports that provide a detailed description of the models.
The objective of this analysis is to simulate the relative change in the quality of groundwater in the Main Zone aquifer of the Lompoc Plain that will result from various Cachuma
Reservoir operational alternatives to be considered in the EIR. The USGS and HCI flow and
transport model simulations for the Cachuma EIR alternatives both use the same Santa Ynez
River flow and TDS input data at the Lompoc Narrows produced as outputs by the SYRHM.
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The common time period for all models is controlled by the USGS model period which was
January 1941 to December 1988. Although the models were run for their respective calibration
periods, the hydrologic period selected for evaluation of the EIR alternatives using the ground
water models is 1952 to 1988. This period was selected for averaging the effects of model
results for each alternative because it was a more balanced hydrologic period that overlaps the
calibration periods of both sets of models, and because it limits the effect of using different
initial conditions. In other words, the same initial conditions were used for all of the EIR
alternatives in each model.
The most significant modifications made to the ground-water flow and transport models
from the calibrated versions that were provided by the USGS and HCI was to utilize the 1988
ground-water pumping data as a constant throughout the simulations. The purpose in using
constant pumping is to better represent current conditions, and allow for a suitable comparison
between the EIR alternatives. Also, initial water levels and TDS were reset to those simulated at
the end of 1988 for the original calibration of each model.
From the limited evaluation of the models that could be conducted within the scope of
this study, it is believed that the TDS results of models are only accurate for future predictions to
within a range of roughly 100 to 300 mg/L, depending upon location, magnitude of changes in
input data, hydrologic conditions, length of simulation period and other factors. For use in
comparative analysis, such as between EIR alternatives where changes in input are limited, the
differences in TDS between simulations in a single model of less than 100 mg/L may be useful
in cases where clear trends are exhibited.
The differences between EIR alternatives are best viewed within one model rather than
between models since the differences in model construction and approach to calibration and the
complexity of the system and limitation of data make it difficult to compare the models directly.
The predictive capability of these models to simulate ground water quality conditions in the
future is limited by: (1) the conversion of monthly SYRHM output into the biannual and annual
stress periods in the USGS and HCI transport models, respectively; (2) the use of constant 1988
pumping, as originally developed for the model calibration, which may not represent present or
future pumping amounts or pumping distribution by aquifer and subregion.
3B.
Ground Water Model Results for Cachuma EIR Alternatives
For this study two well locations were selected from each of the primary subareas,
Eastern, Central and Western Plain in order to evaluate the effects of each alternative in the
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regions of the majority of ground water pumping (Figure 8). The wells were selected on the
basis of location, availability of measured water quality data at that location, and the fact that
they were used as calibration wells by the USGS (Bright, and others, 1997). The following is a
summary of the simulated water levels and TDS for selected sites within the Main Zone of the
Lompoc Plain for the Cachuma EIR alternatives. The results are presented for each Alternative
as tables representing the average TDS at each location over the period 1952 through 1982, and
time series graphs of TDS and water levels representing the results for the entire simulated
period used in the USGS and HCI models.
1. Average Simulated TDS for the 1952 – 1982 Base Period
The average TDS for the Main Zone aquifer in the Lompoc Plain for each subarea at
selected locations and the flow-weighted average for the City of Lompoc active wells (five
wells) are shown in Table 6. The average difference in TDS between Alternative 2 and other
alternatives are shown in Table 7 as both a difference in TDS in mg/L and as a percentage.
Alternative 2 was selected as the baseline, by which other alternatives can be compared for the
purpose of the Cachuma EIR. The results shown in Table 6 illustrate the magnitude of the
average simulated TDS in each subarea and within a given subarea. The values in Table 6 can
provide an indication of the relative precision of the model results that, although presented to the
nearest 1 mg/L, may be best evaluated by rounding to the nearest 100 mg/L. However, for
comparisons between alternatives, differences of less than 100 mg/L may be useful where clear
trends are observed.
Table 6 shows that, within the HCI model, the overall magnitude of the average TDS
ranges from about 2000 to 2300 mg/L in the Western Plain, a relatively uniform 1800 mg/L in
the Central Plain, over 800 to 1700 mg/L in the Eastern Plain, and about 900 to 1000 mg/L for
the City of Lompoc wells. The range of TDS in the HCI model is approximately 1500 mg/L
basin wide. The differences in results within each subarea range from about 900 mg/L in the
Eastern Plain, 300 mg/L in the Western Plain, and no significant difference within the Central
Plain. The new EIR alternatives (Alternatives 5B and 5C) also fall within these ranges of TDS in
the HCI model.
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Table 6
Lompoc Plain Groundwater Quality
Simulated Average TDS for Selected Locations
Main Zone Aquifer (1952-1982)
[mg/L]
HCI Model
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt5B
Alt 5C
Western Plain
Well 26F1,3,4,5
2331
2330
2329
2330
2332
2333
2333
Well 25D1,3
2020
2018
2016
2016
2018
2017
2017
Central Plain
Well 31A3
1786
1784
1784
1782
1803
1798
1798
Well 29N6
1785
1784
1784
1786
1794
1800
1799
Eastern Plain
Well 28M2
1733
1728
1726
1723
1731
1715
1712
Well 34B1
1019
1009
1006
1002
842
986
987
City Wells - Avg
1022
1012
1011
1008
854
989
991
USGS Model
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
Western Plain
Well 26F1,3,4,5
2901
2885
2844
2850
2906
2831
2830
Well 25D1,3
2291
2273
2231
2235
2284
2210
2209
Central Plain
Well 31A3
2180
2180
2176
2176
2176
2172
2171
Well 29N6
1933
1937
1935
1935
1928
1934
1934
Eastern Plain
Well 28M2
1769
1770
1758
1758
1752
1753
1754
Well 34B1
984
973
975
974
931
971
970
City Wells - Avg
1115
1108
1109
1107
1085
1105
1104
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Within the USGS model, Table 6 shows that the overall magnitude of the average TDS
ranges from about 2200 to 2900 mg/L in the Western Plain, 1900 to 2200 mg/L in the Central
Plain, about 900 to 1800 mg/L in the Eastern Plain, and about 1100 mg/L for the City of Lompoc
wells. The range of TDS in the USGS model is approximately 2000 mg/L basin wide. The
differences in results within each sub-area range from about 700 mg/L in the Western Plain,
about 300 mg/L within the Central Plain, and 800 mg/L in the Eastern Plain. Alternatives 5B
and 5C also fall within these ranges of TDS in the USGS model.
Table 7 was created to show the extremely small simulated TDS differences between the
EIR alternatives. Results shown in Table 7 have been normalized relative to Alternative 2. The
difference in TDS between alternatives at a given location may be considered below the absolute
accuracy of either model. However, it is hoped that they may exhibit trends that would allow
evaluation of the alternatives.
The results shown in Table 7 are primarily for comparisons between the EIR alternatives
as simulated by a single model. These indicate only minor differences in the water quality in the
Main Zone aquifer of the Lompoc Plain that result from the changes in Cachuma operations for
the EIR alternatives. Cachuma operations that result in higher dry season flows due to increased
releases for fish (Alternatives 3 and 5) provide benefits to the Eastern Plain (HCI and USGS) and
possibly to the Western Plain (USGS). Alternatives that involve changes in operations directly
within the Lompoc Plain basin such as Alternative 4B, which includes direct recharge of high
quality SWP water in the basin, result in the most significant changes throughout the Main Zone
in the Lompoc Plain. In general, the HCI model appears to be more sensitive to Cachuma
operations in the Eastern Plain, and the USGS model appears to be more sensitive in the Western
Plain.
None of the Alternatives considered for future operations exhibit conspicuous basin wide
trends that would suggest it was superior to the others. Alternative 1 is more representative of
past operations, but does exhibit a clear trend of inferior water quality basin wide, although the
magnitude is relatively minor or even insignificant. Locally, the greatest improvement in ground
water quality occurs near the Lompoc Narrows under Alternative 4B where recharging of low
TDS SWP water results in a significant improvement near the City wells, including Well 34B1,
possibly due to high vertical permeability which allows localized deep percolation of high
quality SWP discharge. Slight improvements in TDS are shown in the HCI model results for
Alternatives 3B and 3C. Alternatives 5B and 5C show slight improvements compared to
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Table 7
Lompoc Plain Groundwater Quality
Simulated Average TDS for Selected Locations
Main Zone Aquifer (1952-1982)
[Alternatives - Alternative 2]
Alt 1
mg/l
%
HCI Model
Alt 3C
Alt 4B
mg/l
%
mg/l
%
Alt 3B
mg/l
%
Alt 5B
mg/l
%
Alt 5C
mg/l
%
Western Plain
Well 26F1,3,4,5
1.4
0.1%
-0.4
0.0%
0.0
0.0%
2.0
0.1%
3.4
0.1%
3.4
0.1%
Well 25D1,3
2.6
0.1%
-1.9
-0.1%
-2.0
-0.1%
-0.1
0.0%
-0.7
0.0%
-0.7
0.0%
Central Plain
Well 31A3
2.3
0.1%
-0.1
0.0%
-1.5
-0.1%
19.6
1.1%
14.2
0.8%
14.2
0.8%
Well 29N6
1.0
0.1%
-0.3
0.0%
1.2
0.1%
9.9
0.6%
15.6
0.9%
14.6
0.8%
Eastern Plain
Well 28M2
5.0
0.3%
-1.6
-0.1%
-4.8
-0.3%
3.1
0.2%
-13.1
-0.8%
-16.1
-0.9%
Well 34B1
9.3
0.9%
-3.2
-0.3%
-6.8
-0.7% -167.1 -16.6% -23.2
-2.3%
-22.2
-2.2%
City Wells - Avg
10.3
1.0%
-1.4
-0.1%
-4.5
-0.4% -158.2 -15.6% -23.0
-2.3%
-21.0
-2.1%
Alt 1
mg/l
%
Alt 3B
mg/l
%
USGS Model
Alt 3C
Alt 4B
mg/l
%
mg/l
%
Alt 5B
mg/l
%
Alt 5C
mg/l
%
Western Plain
Well 26F1,3,4,5
15.5
0.5%
-41.0
-1.4%
-35.0
-1.2%
21.1
0.7%
-54.2
-1.9%
-55.2
-1.9%
Well 25D1,3
17.3
0.8%
-42.6
-1.9%
-38.3
-1.7%
10.4
0.5%
-63.5
-2.8%
-64.5
-2.8%
Central Plain
Well 31A3
-0.1
0.0%
-4.0
-0.2%
-4.0
-0.2%
-4.5
-0.2%
-8.1
-0.4%
-9.1
-0.4%
Well 29N6
-3.6
-0.2%
-1.1
-0.1%
-1.2
-0.1%
-8.4
-0.4%
-2.6
-0.1%
-2.6
-0.1%
Eastern Plain
Well 28M2
-0.7
0.0%
-11.9
-0.7%
-11.9
-0.7%
-17.5
-1.0%
-16.9
-1.0%
-15.9
-0.9%
Well 34B1
10.8
1.1%
1.7
0.2%
1.6
0.2%
-42.0
-4.3%
-1.8
-0.2%
-2.8
-0.3%
City Wells - Avg
7.0
0.6%
1.0
0.1%
-1.1
-0.1%
-23.5
-2.1%
-3.4
-0.3%
-4.4
-0.4%
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Alternatives 2, 3B and 3C due to both increased low flows at the Narrows resulting from more
releases for fish from Cachuma Reservoir and more releases of SWP water directly into the river
during the releases for fish through the outlet works during wet and above-normal years.
In general, the results for both models are generally consistent, although some differences
in magnitude occur that may be explained by differences in boundary conditions, calibration
approach and conceptual models. The ground water model results tend to favor Alternative 4B
in the Eastern Plain. However, Alternative 4B would increase the TDS in the alluvial
groundwater basin immediately upstream of the Lompoc Narrows, which is the Santa Rita subunit, due to the Below Narrows Exchange.
2. Time Series Graphs of USGS Model Results
Time series graph of water levels and TDS are presented as Figures 9 to 32 and are
discussed briefly below for each of the six locations (Figure 8) selected for comparisons between
the EIR alternatives. In general, the graphs show a degree of similarity between the alternatives
which make it difficult to identify clear difference between them. In comparison, the changes in
TDS shown in Stetson Technical Memorandum No. 4 showed large historical increases in TDS
compared to the relatively minor differences simulated for most of the EIR alternatives. The
times series graphs are shown for the entire calibration period of each model, unlike the TDS
Tables 6 and 7 which are based on averages from the period 1952-82.
Eastern Lompoc Plain
The Eastern Plain is greatly influenced by flows and TDS of surface water at the
Narrows. The simulated TDS in the Main Zone in the eastern Lompoc Plain using the USGS
model are shown for two selected well locations in Figures 9 and 10. Figure 9 shows the
simulated TDS at Eastern Plain well 34B1. Alternative 4B clearly results in a lower TDS than
the others at this location. At increasing distances from the Narrows, a greater influence on
ground water quality in the Main Zone appears to be the TDS of water in overlying or underlying
aquifers or along margins as shown in Figures 10 which shows the simulated TDS in the Main
Zone for Well 28M2 on the western side of the eastern Lompoc Plain. There is little difference
between the results for each alternative at this location, which begins to show a more subdued
response more characteristic of wells in the Central Plain.
Figure 11 shows the water level response in the Main Zone near the Lompoc Narrows.
Figure 12 shows a similar but more subdued water level response. The simulated water level
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response in the Eastern Plain to all alternatives is very similar and none stands out as having a
clear advantage over the others with respect to ground water levels in the Main Zone in this area.
Central Lompoc Plain
The simulated TDS response in the Central Plain shows the dampened response to flow
and TDS changes at the Narrows with increasing distance (Figures 13 and 14). The lower
permeability of overlying sediments and distance from the Narrows has the effect of allowing the
simulated TDS for all alternatives to become very similar. The simulated water levels for these
same locations in the Lompoc Plain are shown in Figures 15 and 16. Both locations show a
similar response to each Alternative such that none is clearly superior over the others.
Alternatives 5B and 5C are slightly higher than Alternatives 2, 3B, and 3C due to the increased
releases for fish from Cachuma Reservoir.
Western Lompoc Plain
The simulated TDS graphs for each alternative in the Western Plain are shown in Figures
17 and 18. The differences between alternatives are small relative to the magnitude of the TDS
in the Main Zone in the Western Plain sub-area but shows more variation than TDS in the
Central Plain (Figures 13 and 14) caused by greater inflow of poor quality water from adjacent
boundaries of underlying formations. Figures 19 and 20 show the water level response in the
Main Zone beneath the Western Lompoc Plain. The water levels in this region show similar
responses as those in the Eastern and Central Plain. There appears to be little difference between
the alternatives.
3. Time Series Graphs of HCI Model Results
The graphs of results for the HCI model contrast with those of the USGS model. The
HCI model results appear smoother due to the annual stress periods.
Eastern Lompoc Plain
The simulated TDS in the Main Zone in the eastern Lompoc Plain using the HCI model
are shown in Figures 21 and 22. Figure 21 shows the simulated TDS at Eastern Plain Well
34B1. The simulated TDS in the Main Zone is similar for all the EIR alternatives, except
Alternative 4B. In Alternative 4B, the direct recharge of much lower TDS water (approximately
300 mg/L) in the Santa Ynez River bed near this well location, lowers the simulated TDS in the
aquifer in that area by about 150 mg/L relative to the other alternatives. The minor differences in
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simulated TDS at this location between the other alternatives are a result of the similarity in the
simulated flow and TDS at the Narrows for those alternatives.
Figure 22 shows the simulated TDS in the Main Zone for Well 28M2 on the western side
of the Eastern Plain. There is little significant difference between the results for each alternative
at this location. The effects of direct recharge of high quality water in Alternative 4B appear to
provide little benefit at this distance from the recharge area. The long-term trend is relatively
flat, showing little response to hydrology.
Figures 23 and 24 show the water level response in the Main Zone near the Lompoc
Narrows. The simulated water level response in the Eastern Plain to all alternatives is very
similar and none stands out as showing clear advantages over another in the Main Zone. Water
levels under Alternatives 5B and 5C are slightly higher than Alternatives 2, 3B, and 3C due to
the increased releases for fish from Cachuma Reservoir. Figure 24 shows a similar water level
response to that shown in Figure 23, but is more subdued due to distance from the area of highest
recharge and highest degree of hydraulic communication with surface water near the Narrows.
Central Lompoc Plain
The simulated TDS response in the Central Plain is more subdued than near the Narrows
due to the lower permeability of overlying sediments and increased distance from the primary
area of stream recharge (below Lompoc Narrows) (Figures 25 and 26). There is no significant
difference between the alternatives in this area. However, the TDS for Alternatives 5C and 4B is
slightly higher compared to other alternatives although they would be expected to be slightly
lower. There is no explanation for these apparently anomalous results.
The simulated water levels for these Central Lompoc Plain locations are shown in
Figures 27 and 28. Both locations show a similar response to each alternative. Alternatives 5B
and 5C are slightly higher than Alternatives 2, 3B, and 3C possibly due to the increased releases
for fish from Cachuma Reservoir.
Western Lompoc Plain
The simulated TDS for each alternative in the Western Plain is shown in Figures 29 and
30. The results for each of the alternatives are very similar and show little variation over time,
due to hydrology. Figures 31 and 32 show the water level response in the Main Zone beneath
the Western Lompoc Plain. There is little difference in water levels between the alternatives and
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they show only a minor response to hydrologic trends particularly in the model study period
from 1952 through 1982.
4.
REFERENCES
Bright, D.J., Stamos, C.L., Martin, P., and D.B. Nash. 1992. Groundwater Hydrology and
Quality in the Lompoc Area, Santa Barbara County, California, 1987-88. USGS WaterResources Investigations Report 91-4172.
Bright D.J., D.B. Nash, and P. Martin. 1997. Evaluation of Groundwater Flow and Solute
Transport in the Lompoc Area, Santa Barbara County, California. U.S. Geological Survey
Water-Resources Investigations Report 97-4056.
HCI. 1997. Development of a system of models for the Lompoc groundwater basin and Santa
Ynez River. Hydrologic Consultants, Inc. Sacramento. Revised February 7, 1997.
Stetson Engineers. 2001a. Technical Memorandum #1. Impacts of EIR Alternatives using the
Santa Ynez River Hydrology Model. Prepared for Reclamation and COMB for the water
rights EIR.
Stetson Engineers. 2001b. Technical Memorandum #2. Impacts of EIR Alternatives on
Steelhead. Prepared for Reclamation and COMB for the water rights EIR.
Stetson Engineers. 2001c. Technical Memorandum #3. Hydrologic Analysis of Surface Water
Salinity. Prepared for Reclamation and COMB for the water rights EIR.
Stetson Engineers. 2001d. Technical Memorandum #4. Cachuma Water Rights EIR Alternatives
–Results of USGS and HCI Lompoc Groundwater Flow and Transport Models. Prepared
for Reclamation and COMB for the water rights EIR.
Stetson Engineers. 2005. Technical Memorandum #5. Hydrologic Impact Analysis of Possible
Cachuma Operations Alternatives. Prepared for State Water Resources Board. August 11,
2005.
Stetson Engineers. 2006. Technical Memorandum #6. Hydrologic Analyses of Daily Flows for
Impact Assessment on Steelhead. April 24, 2006.
Stetson Engineers, Inc.
F:\Data\1893\TechMemos\TM 7\TM7_HydroImpacts 5A-Calts_Salinity.doc
18
DRAFT
Figures
Lake Cachuma Total Dissolved Solids (TDS)
for EIR Alternatives using SYRHM 0498
1942 through 1993
Figure 1
1000
900
800
TDS (mg/L)
700
600
500
400
Measured Cachuma - Historical TDS
EIR Alternative 1
EIR Alternative 2
EIR Alternative 3B
EIR Alternative 3C
EIR Alternative 4B
EIR Alternative 5B
EIR Alternative 5C
300
200
1945
1950
1955
1960
1965
1970
Calendar Year
1975
1980
1985
1990
Figure 2
Frequency of TDS Concentrations in Water Rights Releases Below the Dam
(SYRHM Simulation, WY 1942-1993)
1200
1100
Calculated Monthly Total Dissolved Soldis in mg/L
1000
900
800
700
600
500
400
300
Alt 1, No SWP
Alt 2
Alt 3
Alt 4B
Alt 5
200
100
0
0
20
40
60
80
PERCENT OF TIME TDS AT OR BELOW
100
1) Results from EIR Alternatives 3C and 5C are plotted here; Alts 3B and 5B are very similar to 3C and 5C, respectively.
2) Water rights release TDS for ANA releases are shown here for 4B.
Figure 3
Frequency of TDS Concentrations in Water Rights Releases
at Lompoc Narrows 1)
(SYRHM Simulation, WY 1942-1993)
1500
1400
1300
Calculated Monthly Total Dissolved Soldis in mg/L
1200
1100
1000
900
800
700
600
Alt 1, No SWP
Alt 2
Alt 3 2)
Alt 4B 3)
Alt 5 2)
500
400
300
200
100
0
0
20
40
60
80
PERCENT OF TIME TDS AT OR BELOW
100
1) Frequency does not include months of no flow or flows less than 0.5 cfs at the Narrows.
2) Results from EIR Alternatives 3C and 5C are plotted here; Alts 3B and 5B are very similar to 3C and 5C, respectively.
3) State Water Project TDS during Below Narrows Account water right releases.
Annual Average Flow of Santa Ynez River at Lompoc Narrows (SYRHM Simulation, 1942-1988)
1000000
100000
Flow (acre-feet/year)
10000
1000
100
Alternative 2
Alternative 3B
Alternative 3C
Alternative 4B (includes recharge of SWP imports)
Alternative 5B
Alternative 5C
10
1
1945
1950
1955
1960
1965
Water Year
1970
1975
1980
1985
Figure 4
0
Figure 5
Simulated Mean Streamflow at the LompocNarrows
(1942-1988)
Average Monthly Flow (cfs)
100
10
1
Alt 2
Alt 3B
Alt 3C
Alt 4B
(includes recharge of SWP imports)
Alt 4B (upstream of SWP recharge)
Alt 5B
Alt 5C
0
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Average Annual Flow Weighted TDS at Lompoc Narrows (SYRHM Simulation, 1942-1988)
1400
1200
Total Dissolved Solids (mg/L)
1000
800
600
400
Alternative 2
Alternative 3B
Alternative 3C
Alternative 4B (includes recharge of SWP imports)
Alternative 5B
Alternative 5C
200
1945
1950
1955
1960
1965
Water Year
1970
1975
1980
1985
Figure 6
No Flow
0
Figure 7
Monthly Mean Flow-Weighted TDS
at Lompoc Narrows (SYRHM simulation, 1942-1988)
1200
1100
Average Monthly Total Dissolved Solids (mg/L)
1000
900
800
700
600
500
Alt 2
Alt 3B
Alt 3C
Alt 4B
(includes recharge of SWP imports)
Alt 4B (upstream of SWP recharge)
Alt 5B
Alt 5C
400
300
200
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
F/Data/1893/PDFfigures/TM-4/Figure1.PDF
Well
siteused
used
well site
forfor
EIR
Alternatives
EIR alternatives
Analysis
analysis
FIGURE 1
(Source: Bright, et. al. 1997)
FIGURE 8
Subdivisions
of Lompoc
Plain and
Location
of Wells
Subdivisions
of the Lompoc
plain
and location
of wells.
(Source: Bright, et. al. 1997)
USGS Lompoc Plain Model - Main Zone: Upper Aquifer
1200
Simulated Total Dissolved Solids for EIR Alternatives
Eastern Lompoc Plain Well#:7N/34W-34B1
1100
TDS (mg/L)
1000
900
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
800
700
1940
1945
1950
1955
1960
1965
1970
1975
1980
1985
1990
Time (Years)
F:\DATA\1815\GWMODELS\POST\Alt\USGS\TDS34B1_USGS_EIR.GRF
FIGURE 9
600
USGS Lompoc Plain Model - Main Zone: Upper Aquifer
Simulated Total Dissolved Solids for EIR Alternatives
Eastern Lompoc Plain Well#:7N/34W-28M2
2000
TDS (mg/L)
1800
1600
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
1400
1200
1940
1945
1950
1955
1960
1965
1970
1975
1980
1985
1990
Time (Years)
F:\DATA\1815\GWMODELS\POST\Alt\USGS\TDS28M2_USGS_EIR.GRF
FIGURE 10
1000
USGS Lompoc Plain Model - Main Zone: Upper Aquifer
70
Simulated Total Dissolved Solids for EIR Alternatives
Eastern Lompoc Plain Well#:7N/34W-34B1
60
Head (ft)
50
40
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
30
20
10
1940
1945
1950
1955
1960
1965
1970
1975
1980
1985
1990
Time (Years)
F:\DATA\1815\GWMODELS\POST\Alt\USGS\WL\WL34B1_USGS_EIR.GRF
FIGURE 11
0
USGS Lompoc Plain Model - Main Zone: Upper Aquifer
Simulated Total Dissolved Solids for EIR Alternatives
Eastern Lompoc Plain Well#:7N/34W-28M2
80
70
60
Head (ft)
50
40
30
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
20
10
1940
1945
1950
1955
1960
1965
1970
Time (Years)
1975
1980
1985
1990
FIGURE 12
0
F:\DATA\1815\GWMODELS\POST\Alt\USGS\WL\WL28M2_USGS_EIR.GRF
USGS Lompoc Plain Model - Main Zone: Upper Aquifer
Simulated Total Dissolved Solids for EIR Alternatives
Central Lompoc Plain Well#:7N/34W-29N6
2200
2000
TDS (mg/L)
1800
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
1600
1400
1200
1940
1945
1950
1955
1960
1965
1970
Time (Years)
1975
1980
1985
1990
FIGURE 13
1000
F:\DATA\1815\GWMODELS\POST\Alt\USGS\TDS26F1_USGS_EIR.GRF
USGS Lompoc Plain Model - Main Zone: Upper Aquifer
Simulated Total Dissolved Solids for EIR Alternatives
Central Lompoc Plain Well#:7N/34W-31A3
2200
2000
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
TDS (mg/L)
1800
1600
1400
1200
1940
1945
1950
1955
1960
1965
1970
1975
1980
1985
1990
FIGURE 14
1000
Time (Years)
F:\DATA\1815\GWMODELS\POST\Alt\USGS\TDS31A3_USGS_EIR.GRF
USGS Lompoc Plain Model - Main Zone: Upper Aquifer
Simulated Total Dissolved Solids for EIR Alternatives
Central Lompoc Plain Well#:7N/34W-29N6
60
50
Head (ft)
40
30
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
20
10
1940
1945
1950
1955
1960
1965
1970
1975
1980
1985
1990
Time (Years)
F:\DATA\1815\GWMODELS\POST\Alt\USGS\WL\WL26F1_USGS_EIR.GRF
FIGURE 15
0
USGS Lompoc Plain Model - Main Zone: Upper Aquifer
Simulated Total Dissolved Solids for EIR Alternatives
Central Lompoc Plain Well#:7N/34W-31A3
60
50
Head (ft)
40
30
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
20
10
1940
1945
1950
1955
1960
1965
1970
1975
1980
1985
1990
Time (Years)
F:\DATA\1815\GWMODELS\POST\Alt\USGS\WL\WL31A3_USGS_EIR.GRF
FIGURE 16
0
USGS Lompoc Plain Model - Main Zone: Upper Aquifer
Simulated Total Dissolved Solids for EIR Alternatives
Western Lompoc Plain Well#:7N/35W-25D1,3
2800
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
2600
2400
TDS (mg/L)
2200
2000
1800
1600
1400
1940
1945
1950
1955
1960
1965
1970
Time (Years)
1975
1980
1985
1990
FIGURE 17
1200
F:\DATA\1815\GWMODELS\POST\Alt\USGS\TDS25D1 AltsEIR.GRF
USGS Lompoc Plain Model - Main Zone: Upper Aquifer
Simulated Total Dissolved Solids for EIR Alternatives
Western Lompoc Plain Well#:7N/35W-26F1
3400
3200
3000
2800
2600
TDS (mg/L)
2400
2200
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
2000
1800
1600
1400
1200
1000
1940
1945
1950
1955
1960
1965
1970
1975
1980
1985
1990
Time (Years)
F:\DATA\1815\GWMODELS\POST\Alt\USGS\TDS26F1_USGS_EIR.GRF
FIGURE 18
800
USGS Lompoc Plain Model - Main Zone: Upper Aquifer
40
Simulated Water Levels for EIR Alternatives
Western Lompoc Plain Well#:7N/35W-25D1,3
Head (ft)
30
20
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
10
1940
1945
1950
1955
1960
1965
1970
1975
1980
1985
1990
Time (Years)
F:\DATA\1815\GWMODELS\POST\Alts\USGS\WL\WL25D1_USGS_EIR.GRF
FIGURE 19
0
USGS Lompoc Plain Model - Main Zone: Upper Aquifer
Simulated Total Dissolved Solids for EIR Alternatives
Western Lompoc Plain Well#:7N/35W-26F1
40
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
Head (ft)
30
20
10
1940
1945
1950
1955
1960
1965
1970
1975
1980
1985
1990
Time (Years)
F:\DATA\1815\GWMODELS\POST\Alt\USGS\WL\WL26F1_USGS_EIR.GRF
FIGURE 20
0
HCI Lompoc Plain Model - Main Zone: Upper Aquifer
1300
Simulated Total Dissolved Solids for EIR Alternatives
Eastern Lompoc Plain Well#:7N/34W-34B1
1200
TDS (mg/L)
1100
1000
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
900
800
1940
1945
1950
1955
1960
1965
1970
1975
1980
1985
1990
Time (Years)
F:\DATA\1815\GWMODELS\POST\Alt\HCI\TDS34B1 HCI EIR.GRF
FIGURE 21
700
HCI Lompoc Plain Model - Main Zone: Upper Aquifer
Simulated Total Dissolved Solids for EIR Alternatives
Eastern Lompoc Plain Well#:7N/34W-28M2
2000
1900
1800
TDS (mg/L)
1700
1600
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
1500
1400
1300
1940
1945
1950
1955
1960
1965
1970
1975
1980
1985
1990
Time (Years)
F:\DATA\1815\GWMODELS\POST\Alt\HCI\TDS28M2 HCI EIR.GRF
FIGURE 22
1200
HCI Lompoc Plain Model - Main Zone: Upper Aquifer
Simulated Water Levels for EIR Alternatives
Eastern Lompoc Plain Well#:7N/34W-34B1
80
70
60
Head (ft)
50
40
30
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
20
10
1940
1945
1950
1955
1960
1965
1970
1975
1980
1985
1990
Time (Years)
F:\DATA\1815\GWMODELS\POST\Alt\HCI\WL\WL34B1_HCI_EIR.GRF
FIGURE 23
0
HCI Lompoc Plain Model - Main Zone: Upper Aquifer
80
Simulated Water Levels for EIR Alternatives
Eastern Lompoc Plain Well#:7N/34W-28M2
70
60
Head (ft)
50
40
30
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
20
10
1940
1945
1950
1955
1960
1965
1970
1975
1980
1985
1990
Time (Years)
F:\DATA\1815\GWMODELS\POST\Alt\HCI\WL\WL28M2_HCI_EIR.GRF
FIGURE 24
0
HCI Lompoc Plain Model - Main Zone: Upper Aquifer
2200
Simulated Total Dissolved Solids for EIR Alternatives
Central Lompoc Plain Well#:7N/34W-29N6
2000
TDS (mg/L)
1800
1600
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
1400
1200
1940
1945
1950
1955
1960
1965
1970
1975
1980
1985
1990
Time (Years)
F:\DATA\1815\GWMODELS\POST\Alt\HCI\TDS26F1 HCI EIR.GRF
FIGURE 25
1000
HCI Lompoc Plain Model - Main Zone: Upper Aquifer
Simulated Total Dissolved Solids for EIR Alternatives
Central Lompoc Plain Well#:7N/34W-31A3
2200
TDS (mg/L)
2000
1800
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
1600
1400
1940
1945
1950
1955
1960
1965
1970
1975
1980
1985
1990
Time (Years)
F:\DATA\1815\GWMODELS\POST\Alt\HCI\TDS31A3_HCI_EIR.GRF
FIGURE 26
1200
HCI Lompoc Plain Model - Main Zone: Upper Aquifer
Simulated Water Levels for EIR Alternatives
Central Lompoc Plain Well#:7N/34W-29N6
80
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
70
60
Head (ft)
50
40
30
20
10
1940
1945
1950
1955
1960
1965
1970
Time (Years)
1975
1980
1985
1990
FIGURE 27
0
F:\DATA\1815\GWMODELS\POST\Alt\HCI\WL\WL26F1_HCI_EIR.GRF
HCI Lompoc Plain Model - Main Zone: Upper Aquifer
Simulated Water Levels for EIR Alternatives
Central Lompoc Plain Well#:7N/34W-31A3
80
70
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
60
Head (ft)
50
40
30
20
10
1940
1945
1950
1955
1960
1965
1970
Time (Years)
1975
1980
1985
1990
FIGURE 28
0
F:\DATA\1815\GWMODELS\POST\Alt\HCI\WL\WL31A3_HCI_EIR.GRF
HCI Lompoc Plain Model - Main Zone: Upper Aquifer
2400
Simulated Total Dissolved Solids for EIR Alternatives
Western Lompoc Plain Well#:7N/35W-25D1,3
2200
TDS (mg/L)
2000
1800
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
1600
1400
1940
1945
1950
1955
1960
1965
1970
1975
1980
1985
1990
Time (Years)
F:\DATA\1815\GWMODELS\POST\Alt\HCI\TDS25D1_HCI_EIR.GRF
FIGURE 29
1200
HCI Lompoc Plain Model - Main Zone: Upper Aquifer
Simulated Total Dissolved Solids for EIR Alternatives
Western Lompoc Plain Well#:7N/35W-26F1
2600
2400
TDS (mg/L)
2200
2000
1800
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
1600
1400
1940
1945
1950
1955
1960
1965
1970
Time (Years)
1975
1980
1985
1990
FIGURE 30
1200
F:\DATA\1815\GWMODELS\POST\Alt\HCI\TDS26F1_HCI_EIR.GRF
HCI Lompoc Plain Model - Main Zone: Upper Aquifer
80
Simulated Water Levels for EIR Alternatives
Western Lompoc Plain Well#:7N/35W-25D1,3
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
70
60
Head (ft)
50
40
30
20
10
1940
1945
1950
1955
1960
1965
1970
1975
1980
1985
1990
Time (Years)
F:\DATA\1815\GWMODELS\POST\Alts\HCI\WL\WL25D1_HCI_EIR.GRF
FIGURE 31
0
HCI Lompoc Plain Model - Main Zone: Upper Aquifer
Simulated Water Levels for EIR Alternatives
Western Lompoc Plain Well#:7N/35W-26F1
80
Alt 1
Alt 2
Alt 3B
Alt 3C
Alt 4B
Alt 5B
Alt 5C
70
60
Head (ft)
50
40
30
20
10
1940
1945
1950
1955
1960
1965
1970
1975
1980
1985
1990
Time (Years)
F:\DATA\1815\GWMODELS\POST\Alt\HCI\WL\WL26F1_HCI_EIR.GRF
FIGURE 32
0