WATER RIGHT ACCOUNTING BASICS Tony Olenichak Water District #1

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WATER RIGHT ACCOUNTING BASICS Tony Olenichak Water District #1

Water Delivery Two types of water delivery: Natural Flow: Water that would otherwise be in the river without the contribution of previously stored water in reservoirs. Storage: Water released from storage reservoirs previously captured during the non-irrigation season or when the total runoff exceeds the demand by natural-flow water rights.

Water Right Parameters Natural Flow water rights have points-of-diversion, priority dates, and flow rates. Natural Flow is delivered to the earliest priority first, limited to the amount of natural flow at the point of diversion and the diversions water right flow rate. Storage is delivered to diversions when there isnt enough natural flow at the point-of-diversion to fill the diversions water right priority or the diversion exceeds its water right flow rate.

Definitions REACH GAIN is the gains or losses of water within a river reach. Reach-gain computations in the accounting are adjusted to remove the effects of diversions and changes due to reservoirs within a reach. NATURAL FLOW is equal to the computed reach gain, or cumulative upstream reach gains, in the river system.

River Reach without Diversions or Reservoirs Reach Gain = Outflow minus Inflow =750 cfs – 500 cfs =250 cfs A B River Reach 750 cfs 500 cfs

River Reach with Diversions Reach Gain = Outflow – Inflow + Diversions =1100 cfs – 1200 cfs cfs =500 cfs B C 1100 cfs 1200 cfs 200 cfs 300 cfs 100 cfs

REACH GAIN = 500 CFS B C 1100 cfs 1200 cfs 200 cfs 300 cfs100 cfs With DiversionsWithout Diversions B C 1700 cfs 1200 cfs 0 cfs

River Reach with a Reservoir C D

C D How reservoirs affect reach outflows: 1) Decreases discharge at by storing inflow; D

River Reach with a Reservoir C D How reservoirs affect reach outflows: 1) Decreases discharge at by storing inflow; D 2) Increases discharge at by releasing previously stored inflow; D

River Reach with a Reservoir C D How reservoirs affect reach outflows: 1) Decreases discharge at by storing inflow; D 2) Increases discharge at by releasing previously stored inflow; D 3) Increases reach evaporation losses because of the expanded surface area of the reservoir. Increased evaporation losses from expanded water surface area

River Reach with a Reservoir C D Reach Gain =Outflow – Inflow + Evaporation + Change in Storage =1100 cfs – 1800 cfs + 50 cfs cfs =350 cfs 1800 cfs 1100 cfs 24-hr change in storage = 2000 AF (1000 cfs) Evaporation loss = 100 AF (50 cfs)

REACH GAIN = 350 CFS C D 1100 cfs 1800 cfs With ReservoirWithout Reservoir 24-hr change in storage = 2000 AF (1000 cfs) Evaporation loss = 100 AF (50 cfs) C D 2150 cfs 1800 cfs

River Reach with Reservoir and Diversions D E Reach Gain =Outflow – Inflow + Diversions + Evaporation + Change in Storage =1100 cfs – 600 cfs cfs + 50 cfs cfs =300 cfs 600 cfs 1100 cfs 24-hr change in storage = AF (-1450 cfs) 24-hr Evaporation loss = 100 AF (50 cfs) 700 cfs 500 cfs

TOTAL NATURAL FLOW Sum of Reach Gains

TOTAL NATURAL FLOW REACH REACH GAIN A – B 250 cfs B – C 500 cfs C – D 350 cfs D – E 300 cfs ======= 1,400 cfs Natural Flow

Natural Flow Delivery

1. Compute daily reach gains using daily USGS river data, reservoir, and diversion data for each reach. 2. Inventory water rights (priorities, flow rates, and volume limitations) for diversions currently diverting water. 3. Distribute natural flow according to water right requirements and natural flow available to each diversion in each reach.

REACHGAINSFLOWFLOWDIVERSION FLOW FILLED REACHNATURALACTUALFLOW NATURAL LAST RIGHT A-B B-C C-D TOTALNATURAL REMAINING Example 1: Distribution of Natural Flow A B 250 cfs 0 cfs C D 500 cfs 1250 cfs END I II III TOTALNATURAL REMAINING 0 cfs Step 1: Compute reach gains using daily USGS data

Example 1: Inventory water rights. A B 250 cfs 0 cfs C D 500 cfs 1250 cfs END I II III CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIJune 1, cfs REACHGAINSFLOWFLOWDIVERSION FLOW FILLED REACHNATURALACTUALFLOW NATURAL LAST RIGHT A-B B-C C-D TOTALNATURAL REMAINING cfs Step 2: Inventory canal water rights.

Example 1: Distribute natural flow. A B 250 cfs 0 cfs C D 500 cfs 1250 cfs END I II III CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIJune 1, cfs REACHGAINSFLOWFLOWDIVERSION FLOW FILLED REACHNATURALACTUALFLOW NATURAL LAST RIGHT A-B B-C C-D TOTALNATURAL REMAINING cfs Step 3: Distribute natural flow according to water rights.

Example 1: Compute remaining natural flow. A B 250 cfs 0 cfs C D 500 cfs 1250 cfs END I II III CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIJune 1, cfs REACHGAINSFLOWFLOWDIVERSION FLOW FILLED REACHNATURALACTUALFLOW NATURAL LAST RIGHT A-B B-C C-D TOTALNATURAL REMAINING cfs

Example 1: Determine reach priority dates. A B 250 cfs 0 cfs C D 500 cfs 1250 cfs END I II III CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIJune 1, cfs REACHGAINSFLOWFLOWDIVERSION FLOW FILLED REACHNATURALACTUALFLOW NATURAL LAST RIGHT A-B B-C C-D TOTALNATURAL REMAINING cfs June 1, 1900 June 1, 1902

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs 0 cfs C D 1200 cfs 0 cfs END I II III CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIAug 1, cfs IVJune 1, cfs VJune 1, cfs VIJune 1, cfs VIIJune 1, cfs 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? 24-hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs 0 cfs C D 1200 cfs 0 cfs END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs 24-hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs) Whos using storage? Step 1: Calculate the natural flow and storage flow at each gage

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs (actual flow) 0 cfs C D 1200 cfs (actual flow) 0 cfs (actual) END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? Step 1: Calculate the natural flow and storage flow at each gage (2000 storage natural flow) (2000 storage natural flow) (2000 storage natural flow) 24-hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs (actual flow) 0 cfs C D 1200 cfs (actual flow) 0 cfs (actual) END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? (2000 storage natural flow) (2000 storage natural flow) (2000 storage natural flow) Step 2: Distribute the natural flow to the canals according to their water rights. CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIAug 1, cfs IVJune 1, cfs VJune 1, cfs VIJune 1, cfs VIIJune 1, cfs 24-hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs (actual flow) 0 cfs C D 1200 cfs (actual flow) 0 cfs (actual) END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? (2000 storage natural flow) (2000 storage natural flow) (2000 storage natural flow) CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIAug 1, cfs IVJune 1, cfs VJune 1, cfs VIJune 1, cfs VIIJune 1, cfs 24-hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs (actual flow) 0 cfs C D 1200 cfs (actual flow) 0 cfs (actual) END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? (2000 storage natural flow) (2000 storage natural flow) (2000 storage natural flow) CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIAug 1, cfs IVJune 1, cfs VJune 1, cfs VIJune 1, cfs VIIJune 1, cfs = (200 cfs natural flow cfs storage) 24-hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs (actual flow) 0 cfs C D 1200 cfs (actual flow) 0 cfs (actual) END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? (2000 storage natural flow) (2000 storage natural flow) (2000 storage natural flow) CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIAug 1, cfs IVJune 1, cfs VJune 1, cfs VIJune 1, cfs VIIJune 1, cfs = (200 cfs natural flow cfs storage) hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs (actual flow) 0 cfs C D 1200 cfs (actual flow) 0 cfs (actual) END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? (2000 storage natural flow) (2000 storage natural flow) (2000 storage natural flow) CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIAug 1, cfs IVJune 1, cfs VJune 1, cfs VIJune 1, cfs VIIJune 1, cfs hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs (actual flow) 0 cfs C D 1200 cfs (actual flow) 0 cfs (actual) END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? (2000 storage natural flow) (2000 storage natural flow) (2000 storage natural flow) CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIAug 1, cfs IVJune 1, cfs VJune 1, cfs VIJune 1, cfs VIIJune 1, cfs = (300 cfs natural flow) hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs (actual flow) 0 cfs C D 1200 cfs (actual flow) 0 cfs (actual) END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? (2000 storage natural flow) (2000 storage natural flow) (2000 storage natural flow) CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIAug 1, cfs IVJune 1, cfs VJune 1, cfs VIJune 1, cfs VIIJune 1, cfs = (300 cfs natural flow) hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs (actual flow) 0 cfs C D 1200 cfs (actual flow) 0 cfs (actual) END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? (2000 storage natural flow) (2000 storage natural flow) (2000 storage natural flow) CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIAug 1, cfs IVJune 1, cfs VJune 1, cfs VIJune 1, cfs VIIJune 1, cfs hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs (actual flow) 0 cfs C D 1200 cfs (actual flow) 0 cfs (actual) END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? (2000 storage natural flow) (2000 storage natural flow) (2000 storage natural flow) CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIAug 1, cfs IVJune 1, cfs VJune 1, cfs VIJune 1, cfs VIIJune 1, cfs = (200 cfs natural flow cfs storage) hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs (actual flow) 0 cfs C D 1200 cfs (actual flow) 0 cfs (actual) END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? (2000 storage natural flow) (2000 storage natural flow) (2000 storage natural flow) CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIAug 1, cfs IVJune 1, cfs VJune 1, cfs VIJune 1, cfs VIIJune 1, cfs = (200 cfs natural flow cfs storage) hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs (actual flow) 0 cfs C D 1200 cfs (actual flow) 0 cfs (actual) END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? (2000 storage natural flow) (2000 storage natural flow) (2000 storage natural flow) CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIAug 1, cfs IVJune 1, cfs VJune 1, cfs VIJune 1, cfs VIIJune 1, cfs hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs (actual flow) 0 cfs C D 1200 cfs (actual flow) 0 cfs (actual) END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? (2000 storage natural flow) (2000 storage natural flow) (2000 storage natural flow) CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIAug 1, cfs IVJune 1, cfs VJune 1, cfs VIJune 1, cfs VIIJune 1, cfs = (400 cfs storage) hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs (actual flow) 0 cfs C D 1200 cfs (actual flow) 0 cfs (actual) END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? (2000 storage natural flow) (2000 storage natural flow) (2000 storage natural flow) CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIAug 1, cfs IVJune 1, cfs VJune 1, cfs VIJune 1, cfs VIIJune 1, cfs = (400 cfs storage) hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs (actual flow) 0 cfs C D 1200 cfs (actual flow) 0 cfs (actual) END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? (2000 storage natural flow) (2000 storage natural flow) (2000 storage natural flow) CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIAug 1, cfs IVJune 1, cfs VJune 1, cfs VIJune 1, cfs VIIJune 1, cfs hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs (actual flow) 0 cfs C D 1200 cfs (actual flow) 0 cfs (actual) END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? (2000 storage natural flow) (2000 storage natural flow) (2000 storage natural flow) CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIAug 1, cfs IVJune 1, cfs VJune 1, cfs VIJune 1, cfs VIIJune 1, cfs = (100 cfs natural flow) hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs (actual flow) 0 cfs C D 1200 cfs (actual flow) 0 cfs (actual) END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? (2000 storage natural flow) (2000 storage natural flow) (2000 storage natural flow) CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIAug 1, cfs IVJune 1, cfs VJune 1, cfs VIJune 1, cfs VIIJune 1, cfs = (100 cfs natural flow) hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs (actual flow) 0 cfs C D 1200 cfs (actual flow) 0 cfs (actual) END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? (2000 storage natural flow) (2000 storage natural flow) (2000 storage natural flow) CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIAug 1, cfs IVJune 1, cfs VJune 1, cfs VIJune 1, cfs VIIJune 1, cfs hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs (actual flow) 0 cfs C D 1200 cfs (actual flow) 0 cfs (actual) END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? (2000 storage natural flow) (2000 storage natural flow) (2000 storage natural flow) CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIAug 1, cfs IVJune 1, cfs VJune 1, cfs VIJune 1, cfs VIIJune 1, cfs = (1200 cfs natural flow cfs storage flow) = (600 cfs natural flow cfs storage flow) 24-hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

Example 2: Distribution of Natural Flow & Storage A B 1400 cfs (actual flow) 0 cfs C D 1200 cfs (actual flow) 0 cfs (actual) END I II III 400 cfs 2000 cfs 1000 cfs VII VI V IV 400 cfs 100 cfs300 cfs 400 cfs Whos using storage? (2000 storage natural flow) (2000 storage natural flow) (2000 storage natural flow) CANAL WATER RIGHT IJune 1, cfs IIJune 1, cfs IIIAug 1, cfs IVJune 1, cfs VJune 1, cfs VIJune 1, cfs VIIJune 1, cfs = (1200 cfs natural flow cfs storage flow) = (600 cfs natural flow cfs storage flow) hr Evaporation = 198 AF ( 100 cfs) 24-hr Change in Storage = AF (-2100 cfs)

REACHGAINSFLOWFLOWDIVERSION FLOW DIVERSIONFILLED REACHNATURALACTUALFLOW NATURAL STORAGE LAST RIGHT A-B B-C C-D TOTALNATURAL REMAINING June 1, 1900 Aug 1, 1901 June 1, 1902 CANALWATER RIGHTREACH DIVERSION DIVERSION DIVERSION IJune 1, cfsA – B IIJune 1, cfsA – B IIIAug 1, cfsB – C IVJune 1, cfsB – C VJune 1, cfsB – C VIJune 1, cfsC – D VIIJune 1, cfsC – D NATURAL FLOW TOTALSTORAGE

7Diversions 7Water rights 3River reaches 3USGS river gauging stations 1Reservoir gauge Previous Example:

349 Diversions 1,039 Water rights 39 River reaches 37USGS river gauging stations 9 Reservoir gauges WATER DISTRICT #1

Additional Adjustments Travel time Reach-gain averaging Storage/natural flow exchanges Groundwater/natural flow exchanges Sub-basin water transfers Volume limitations

TRAVEL TIME Natural flow (reach gains) are computed in 24-hour blocks It takes seven days for a block of natural flow to travel from Henrys Lake to the end of the system at Milner Dam (It takes five days from Jackson to Milner Dam). Available natural flow cannot be precisely computed until it has traveled the entire length of the system past every diversion. Projected Data used to estimate priorities being filled for current and future days based on current diversions and reach gains.

Reach-Gain Averaging Smoothes daily reach-gain fluctuations caused by imprecise travel times and gauging. A half-inch change in American Falls Reservoir elevation at full stage represents approximately 2,000 AF (1000 cfs). Makes it easier to manage canals.

Storage/Natural Flow Exchanges Storage delivery to diversions on tributaries without reservoirs.

Groundwater/Natural Flow Exchanges Diversions with groundwater rights divert surface water and replace it with groundwater pumped into river.

Sub-basin Water Transfers Crosscut Canal Eagle Rock Canal

Volume Limitations Water right limited by total volume diverted. Difficult to account for if a canal has several water rights, but only one water right has a volume limitation. Storage volume only accounted at canal river headgate.

Preliminary vs. Final Water Right Accounting Water District #1 uses the best available data during the irrigation season to determine daily natural-flow and storage deliveries (preliminary accounting). At the end of the irrigation season both the USGS and Water District #1 complete a comprehensive review of all their data collected during the irrigation season. Any revisions or additions to any reservoir, streamflow, and diversion data are corrected in the database, and the water-right accounting at the end of the year is rerun for the entire season to determine a more precise daily record of natural-flow and storage diversion that occurred during the irrigation season (final accounting).

Reservoir Water Right Accrual

A B 400 cfs 0 cfs C D 1000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = AF (1000 cfs) 24-hr Change in Storage = AF (3000 cfs)

A B 400 cfs 0 cfs C D 1000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = AF (1000 cfs) 24-hr Change in Storage = AF (3000 cfs) REACHGAINSFLOWFLOWDIVERSION REACHNATURALACTUALSTORAGE A-B B-C C-D TOTALPHYSICAL

A B 400 cfs 0 cfs C D 1000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = AF (1000 cfs) 24-hr Change in Storage = AF (3000 cfs) REACHGAINSFLOWFLOWDIVERSION REACHNATURALACTUALSTORAGE A-B B-C C-D TOTALPHYSICAL Which reservoir rights are being filled?

A B 400 cfs 0 cfs C D 1000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = AF (1000 cfs) 24-hr Change in Storage = AF (3000 cfs) Which reservoir rights are being filled? Reach Gain = 2400 cfs Reach Gain = 1600 cfs Reach Gain = 2000 cfs REACHGAINSFLOWFLOWDIVERSION REACHNATURALACTUALSTORAGE A-B B-C C-D TOTALPHYSICAL Step 1: Calculate reach gains and natural flow available in each reach

A B 400 cfs 0 cfs C D 1000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = AF (1000 cfs) 24-hr Change in Storage = AF (3000 cfs) Which reservoir rights are being filled? Step 2: Distribute storage fill according to water right priorities. Reservoir 1 Reservoir 2 Reservoir 3 RESERVOIR WATER RIGHT ACCRUAL 1June 1, April 15, July 21, 1921 Reach Gain = 2400 cfs Reach Gain = 1600 cfs Reach Gain = 2000 cfs

A B 400 cfs 0 cfs C D 1000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = AF (1000 cfs) 24-hr Change in Storage = AF (3000 cfs) Which reservoir rights are being filled? Step 2: Distribute storage fill according to water right priorities. Reservoir 1 Reservoir 2 Reservoir 3 RESERVOIR WATER RIGHT ACCRUAL 1June 1, April 15, July 21, 1921 Reach Gain = 2400 cfs Reach Gain = 1600 cfs Reach Gain = 2000 cfs

A B 400 cfs 0 cfs C D 1000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = AF (1000 cfs) 24-hr Change in Storage = AF (3000 cfs) Which reservoir rights are being filled? Step 2: Distribute storage fill according to water right priorities. Reservoir 1 Reservoir 2 Reservoir 3 RESERVOIR WATER RIGHT ACCRUAL 1June 1, cfs (4760 ac-ft) 2 April 15, July 21, 1921 Reach Gain = 2400 cfs Reach Gain = 1600 cfs Reach Gain = 2000 cfs

A B 400 cfs 0 cfs C D 1000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = AF (1000 cfs) 24-hr Change in Storage = AF (3000 cfs) Which reservoir rights are being filled? Step 2: Distribute storage fill according to water right priorities. Reservoir 1 Reservoir 2 Reservoir 3 RESERVOIR WATER RIGHT ACCRUAL 1June 1, cfs (4760 ac-ft) 2 April 15, July 21, 1921 Reach Gain = 2400 cfs Reach Gain = 1600 cfs Reach Gain = 2000 cfs

A B 400 cfs 0 cfs C D 1000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = AF (1000 cfs) 24-hr Change in Storage = AF (3000 cfs) Which reservoir rights are being filled? Step 2: Distribute storage fill according to water right priorities. Reservoir 1 Reservoir 2 Reservoir 3 RESERVOIR WATER RIGHT ACCRUAL 1June 1, cfs (4760 ac-ft) 2 April 15, July 21, cfs (7141 ac-ft) Reach Gain = 2400 cfs Reach Gain = 1600 cfs Reach Gain = 2000 cfs

A B 400 cfs 0 cfs C D 1000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = AF (1000 cfs) 24-hr Change in Storage = AF (3000 cfs) Which reservoir rights are being filled? Step 2: Distribute storage fill according to water right priorities. Reservoir 1 Reservoir 2 Reservoir 3 RESERVOIR WATER RIGHT ACCRUAL 1June 1, cfs (4760 ac-ft) 2 April 15, July 21, cfs (7141 ac-ft) Reach Gain = 2400 cfs Reach Gain = 1600 cfs Reach Gain = 2000 cfs

A B 400 cfs 0 cfs C D 1000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = AF (1000 cfs) 24-hr Change in Storage = AF (3000 cfs) Which reservoir rights are being filled? Step 2: Distribute storage fill according to water right priorities. Reservoir 1 Reservoir 2 Reservoir 3 RESERVOIR WATER RIGHT ACCRUAL 1June 1, cfs (4760 ac-ft) 2 April 15, cfs (0 ac-ft) 3July 21, cfs (7141 ac-ft) Reach Gain = 2400 cfs Reach Gain = 1600 cfs Reach Gain = 2000 cfs

A B 400 cfs 0 cfs C D 1000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = AF (1000 cfs) 24-hr Change in Storage = AF (3000 cfs) PAPER FILL vs. PHYSICAL FILL Reservoir 1 Reservoir 2 Reservoir 3 RESERVOIR WATER RIGHT ACCRUAL 1June 1, cfs (4760 AF) 2000 cfs (3967 AF) 2 April 15, cfs (0 AF) 1000 cfs (1983 AF) 3July 21, cfs (7140 AF) 3000 cfs (5950 AF) =============== =============== 6000 cfs (11,900 AF) 6000 cfs (11,900 AF) PHYSICAL CHANGE IN CONTENTS Reach Gain = 2400 cfs Reach Gain = 1600 cfs Reach Gain = 2000 cfs

A B 400 cfs 0 cfs C D 1000 cfs 0 cfs END 24-hr Change in Storage = AF (1000 cfs) 24-hr Change in Storage = AF (700 cfs) 24-hr Change in Storage = +595 AF (300 cfs) cfs 90 cfs 195 cfs 280 cfs 540 cfs 1200 cfs Is it possible to accrue storage to reservoir rights when diversions are diverting water? ANSWER: Yes, when there is sufficient natural flow to fill 1906, 1921, or 1939 priorities.

A B 400 cfs 0 cfs C D 1000 cfs 0 cfs END 24-hr Change in Storage = -595 AF (-300 cfs) 24-hr Change in Storage = -198 AF (-100 cfs) 24-hr Change in Storage = AF (-1000 cfs) cfs 90 cfs 195 cfs 280 cfs 540 cfs 1200 cfs Is it possible to accrue new storage to reservoir rights when the reservoirs physical contents are decreasing? ANSWER: Yes, when there is sufficient natural flow to fill 1906, 1921, or 1939 priorities.

Lake Walcott 95,200 AF 1965 American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF WWS Ririe 1969: 80,500 AF Palisades 2002: 157,000 AF 1939: 940,400 AF 1921: 259,600 AF Total: 1,357,000 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF 1921 WWS 2002 PWR

Lake Walcott 95,200 AF 1965 American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF WWS Ririe 1969: 80,500 AF Palisades 2002: 157,000 AF 1939: 940,400 AF 1921: 259,600 AF Total: 1,357,000 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF 1921 WWS 2002 PWR

Lake Walcott 95,200 AF 1965 American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF WWS Ririe 1969: 80,500 AF Palisades 2002: 157,000 AF 1939: 940,400 AF 1921: 259,600 AF Total: 1,357,000 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF 1921 WWS 2002 PWR

Lake Walcott 95,200 AF 1965 American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF WWS Ririe 1969: 80,500 AF Palisades 2002: 157,000 AF 1939: 940,400 AF 1921: 259,600 AF Total: 1,357,000 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF 1921 WWS 2002 PWR

Lake Walcott 95,200 AF 1965 American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF WWS Ririe 1969: 80,500 AF Palisades 2002: 157,000 AF 1939: 940,400 AF 1921: 259,600 AF Total: 1,357,000 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF 1921 WWS 2002 PWR

Lake Walcott 95,200 AF 1965 American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF WWS Ririe 1969: 80,500 AF Palisades 2002: 157,000 AF 1939: 940,400 AF 1921: 259,600 AF Total: 1,357,000 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF 1921 WWS 2002 PWR

Lake Walcott 95,200 AF 1965 American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF WWS Ririe 1969: 80,500 AF Palisades 2002: 157,000 AF 1939: 940,400 AF 1921: 259,600 AF Total: 1,357,000 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF 1921 WWS 2002 PWR

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 5% 8% 0% 96% 41% 54% 0% 89% RESERVOIR WATER RIGHT ACCOUNTS OCTOBER 12, 2003 (Filling 1896 and 1900 priorities) 1921 American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF 1921 WWS 0% 2%

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 5% 8% 1% 96% 41% 54% 0% 89% RESERVOIR WATER RIGHT ACCOUNTS OCTOBER 13, 2003 (Filling 1906 and 1909 priorities) WWS 0% 2% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 5% 8% 1% 96% 41% 54% 1% 0% 1% 89% RESERVOIR WATER RIGHT ACCOUNTS OCTOBER 20, 2003 (Filling 1921 Winter-Water-Savings priority) WWS 1% 2% *Limited to 2,500 cfs American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 8% 2% 96% 41% 54% 3% 0% 1% 89% RESERVOIR WATER RIGHT ACCOUNTS OCTOBER 31, 2003 Last day of Irrigation Season (Filling 1921 Winter-Water-Savings priority) WWS 3% 2% *Limited to 2,500 cfs American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

2003 Water Right Carryover vs. Physical Contents October 31, 2003 Reservoir Water Right Carryover + Late-Season Fill (Ac-Ft) Physical Contents (Ac-Ft) Difference (Ac-Ft) Jackson Lake307,689114, ,462 Palisades90,61347,012-43,601 Henrys Lake9,53262,86653,334 Island Park1,29128,52727,236 Grassy Lake8,2249, Ririe025,343 American Falls33,295165,136133,841 Lake Walcott42,63524,155-18,480 Other (Milner)13,99730,12817,011 TOTAL507,276 0

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 19% 8% 4% 96% 41% 54% 13% 0% 1% 89% RESERVOIR WATER RIGHT ACCOUNTS NOVEMBER 11, 2003 (Walcott Filled – Filling 1921 WWS) WWS 13% 2% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 56% 8% 13% 96% 41% 54% 50% 0% 2% 89% RESERVOIR WATER RIGHT ACCOUNTS DECEMBER 6, 2003 (Amer Falls WWS Filled – Filling 1921) WWS 100% 2% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 99% 8% 25% 96% 41% 54% 100% 0% 5% 89% RESERVOIR WATER RIGHT ACCOUNTS JANUARY 8, 2004 (Island Park 1921 Filled – Filling 1921) WWS 100% 14% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 8% 25% 96% 41% 54% 100% 0% 5% 89% RESERVOIR WATER RIGHT ACCOUNTS JANUARY 9, 2004 (Palisades 1921 Filled – Filling 1921) WWS 100% 14% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 8% 33% 96% 41% 54% 100% 0% 7% 89% RESERVOIR WATER RIGHT ACCOUNTS FEBRUARY 1, 2004 (Filling 1921 Priority) WWS 100% 27% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 8% 43% 96% 41% 54% 100% 0% 9% 89% RESERVOIR WATER RIGHT ACCOUNTS MARCH 1, 2004 (Filling 1921 Priority) WWS 100% 44% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 8% 52% 96% 41% 54% 100% 0% 11% 89% RESERVOIR WATER RIGHT ACCOUNTS APRIL 1, 2004 (Filling 1921 Priority) WWS 100% 66% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 8% 67% 96% 41% 54% 100% 0% 14% 89% RESERVOIR WATER RIGHT ACCOUNTS APRIL 21, 2004 (Day of Maximum Physical Contents) Filling 1921 Priority WWS 100% 80% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 8% 70% 96% 41% 54% 100% 0% 14% 89% RESERVOIR WATER RIGHT ACCOUNTS APRIL 23, 2004 Filling 1906 Priority WWS 100% 80% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 8% 70% 96% 41% 54% 100% 0% 14% 89% RESERVOIR WATER RIGHT ACCOUNTS APRIL 27, 2004 Filling 1905 Priority WWS 100% 80% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 8% 70% 96% 41% 54% 100% 0% 14% 89% RESERVOIR WATER RIGHT ACCOUNTS May 11, 2004 Filling 1906 Priority WWS 100% 80% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 8% 74% 96% 41% 54% 100% 0% 14% 89% RESERVOIR WATER RIGHT ACCOUNTS May 18, 2004 Filling 1905 Priority WWS 100% 80% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 8% 74% 96% 41% 54% 100% 0% 14% 89% RESERVOIR WATER RIGHT ACCOUNTS June 2, 2004 Filling 1906 Priority WWS 100% 80% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 8% 79% 96% 41% 54% 100% 0% 14% 89% RESERVOIR WATER RIGHT ACCOUNTS June 3, 2004 Filling 1921 Priority WWS 100% 80% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 8% 81% 96% 41% 54% 100% 0% 14% 89% RESERVOIR WATER RIGHT ACCOUNTS June 4, 2004 Filling 1906 Priority WWS 100% 80% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 8% 81% 96% 41% 54% 100% 0% 14% 89% RESERVOIR WATER RIGHT ACCOUNTS June 9, 2004 Filling 1905 Priority WWS 100% 80% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 8% 82% 96% 41% 54% 100% 0% 14% 89% RESERVOIR WATER RIGHT ACCOUNTS June 10, 2004 Filling 1906 Priority WWS 100% 80% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 8% 81% 96% 41% 54% 100% 0% 14% 89% RESERVOIR WATER RIGHT ACCOUNTS June 15, 2004 Filling 1921 Priority WWS 100% LTF 0% 81% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 8% 100% 96% 41% 54% 100% 0% 14% 89% RESERVOIR WATER RIGHT ACCOUNTS June 16, 2004 Jackson-1906 Filled - Filling 1921 Priority WWS 100% LTF 0% 81% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 8% 100% 43% 54% 100% 0% 14% 89% RESERVOIR WATER RIGHT ACCOUNTS June 17, 2004 Jackson-1910 Filled - Filling 1913 Priority WWS 100% 81% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 8% 100% 44% 54% 100% 0% 14% 89% RESERVOIR WATER RIGHT ACCOUNTS June 18, 2004 Last Day of Accrual – Filling 1913 Priority Day of Maximum Storage Accrual WWS 100% 81% American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF

2004 Water Right Storage Fill vs. Physical Contents June 18, 2004 (Day of maximum accrual) Reservoir Water Right Fill (Ac-Ft) Physical Contents (Ac-Ft) Difference (Ac-Ft) Jackson Lake616,928389, ,782 Palisades326,120383,62657,506 Henrys Lake20,92378,29657,373 Island Park45,000127,62182,621 Grassy Lake8,2248,30278 Ririe046,568 American Falls1,339,765905, ,136 Lake Walcott95,20095,23636 Other (Milner)13,91936,25522,336 Storage Used- 395, ,400 TOTAL2,070,679 0

Goody Farmers Smith Eastside Feeder TPC Wingate Holebrook Streamside Blacksmith CANALS CARRYOVER & NEW ACCRUAL RESERVOIR WATER RIGHT ACCRUAL Carryover = 30% of capacity New Accrual = 47% of capacity Total Fill = 77% of capacity

2004 Water Right Carryover vs. Physical Contents October 31, 2004 Reservoir Water Right Carryover + Late-Season Fill (Ac-Ft) Physical Contents (Ac-Ft) Difference (Ac-Ft) Jackson Lake316,29692, ,467 Palisades108,412108,43119 Henrys Lake11,34159,72048,379 Island Park22,60645,97123,365 Grassy Lake8,2248, Ririe026,847 American Falls111,703251,000139,297 Lake Walcott41,64915,270-26,379 Other (Milner)16,19728,20012,003 TOTAL636,428 0

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 21% 6% 40% 100% 15% 54% 52% 0% 2% 89% RESERVOIR WATER RIGHT ACCOUNTS NOVEMBER 1, 2004 (Filling 1921 Winter-Water-Savings priority) 1921 American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF 1921 WWS 49% 2% *Limited to 2,500 cfs

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 39% 6% 43% 100% 15% 54% 71% 0% 3% 89% RESERVOIR WATER RIGHT ACCOUNTS NOVEMBER 11, 2004 (Walcott 1909 Filled) 1921 American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF 1921 WWS 68% 2% *Limited to 2,500 cfs

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 55% 6% 46% 100% 15% 54% 88% 0% 4% 89% RESERVOIR WATER RIGHT ACCOUNTS NOVEMBER 20, 2004 (American Falls WWS Filled) 1921 American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF 1921 WWS 100% 3% *Limited to 2,500 cfs

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 64% 6% 48% 100% 15% 54% 100% 0% 4% 89% RESERVOIR WATER RIGHT ACCOUNTS NOVEMBER 26, 2004 (Island Park-1921 Filled) 1921 American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF 1921 WWS 100% 5% *Limited to 2,500 cfs

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 6% 48% 100% 15% 54% 100% 0% 6% 89% RESERVOIR WATER RIGHT ACCOUNTS DECEMBER 20, 2004 (Palisades-1921 Filled) 1921 American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF 1921 WWS 100% 16% *Limited to 2,500 cfs

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 6% 100% 15% 54% 100% 0% 18% 89% RESERVOIR WATER RIGHT ACCOUNTS APRIL 29, 2005 (Jackson-1906 Filled) 1921 American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF 1921 WWS 100% 97% *Limited to 2,500 cfs

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 0% 100% 7% 100% 19% 54% 100% 2% 19% 89% RESERVOIR WATER RIGHT ACCOUNTS MAY 3, 2005 (American Falls Filled – Filling 1939 Priority) 1921 American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF 1921 WWS 100% *Limited to 2,500 cfs

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 1% 100% 18% 100% 40% 58% 100% 33% 21% 89% RESERVOIR WATER RIGHT ACCOUNTS MAY 20, 2005 (Filling 1969 Priority) 1921 American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF 1921 WWS 100% *Limited to 2,500 cfs

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 3% 100% 29% 100% 53% 61% 100% 45% 22% 89% RESERVOIR WATER RIGHT ACCOUNTS MAY 25, 2005 (1969 Priority Cut - Filling 1939 Priority) 1921 American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF 1921 WWS 100% *Limited to 2,500 cfs

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 3% 100% 44% 100% 18% 67% 100% 79% 29% 89% RESERVOIR WATER RIGHT ACCOUNTS JUNE 12, 2005 (Jackson-1913 Filled – Filling 1939 Priority) 1921 American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF 1921 WWS 100% *Limited to 2,500 cfs

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 3% 100% 45% 100% 18% 68% 100% 95% 34% 89% RESERVOIR WATER RIGHT ACCOUNTS JUNE 24, 2005 (1939 Priority Cut – Filling 1935 Priority) 1921 American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF 1921 WWS 100% *Limited to 2,500 cfs

1969 Lake Walcott 95,200 AF Ririe 1969: 80,500 AF Palisades 1939: 940,400 AF 1921: 259,600 AF Total: 1,200,000 AF Jackson 1913: 409,190 AF 1910: 138,829 AF 1906: 298,981 AF Total: 847,000 AF Grassy Lake 1936: 15,204 AF Island Park 1935: 90,000 AF 1921: 45,000 AF Total :135,000 AF Henrys Lake 1965: 10,650 AF 1917: 79,350 AF Total : 90,000 AF % 3% 100% 45% 100% 18% 68% 100% 98% 36% 89% RESERVOIR WATER RIGHT ACCOUNTS JUNE 30, 2005 (1935 Priority Cut – Filling 1917 Priority) LAST DAY OF RESERVOIR ACCRUAL 1921 American Falls 1921: 1,515,760 AF WWS: 156,830 AF Total : 1,672,590 AF 1921 WWS 100% *Limited to 2,500 cfs

2005 Water Right Storage Fill vs. Physical Contents June 30, 2005 Reservoir Water Right Fill (Ac-Ft) Physical Contents (Ac-Ft) Difference (Ac-Ft) Jackson Lake847,000532, ,018 Palisades687,2091,075,188302,868 Henrys Lake38,42486,90048,051 Island Park132,766130,6217,075 Grassy Lake10,3507,605-2,779 Ririe2,57560,51958,106 American Falls1,672,5901,342, ,590 Lake Walcott95,20094,4781,054 Other (Milner)17,20036,6003,445 Storage Used- 114,445-97,788 TOTAL3,427,001 0

UNALLOCATED (UNACCOUNTED) STORAGE Definition: Storage physically captured by the reservoir system that did not accrue to a specific storage water right.

A B C D END RESERVOIR WATER RIGHT ACCRUAL CONTENTS 1 June 1, ,000 AF (100% full) 804,650 AF (95% full) 2 April 15, ,000 AF ( 78% full) 1,200,000 AF (100% full) 3 July 21, ,671,000 AF (100% full) 1,445,350 AF (86% full) ================== ================= 3,450,000 AF (93% full) 3,450,000 AF (93% full) YEAR-TO-DATE PHYSICAL Reseservoir 1 Capacity = 847,000 AF Reseservoir 2 Capacity = 1,200,000 AF Reseservoir 3 Capacity = 1,671,000 AF Reservoir System Capacity = 3,718,000 AF How does unallocated or unaccounted storage occur?

A B 400 cfs 0 cfs C D 9000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = + 0 AF (0 cfs) 24-hr Change in Storage = AF (13000 cfs) RESERVOIR WATER RIGHT ACCRUAL CONTENTS CONTENTS ACCRUAL 1 June 1, ,000 AF (100% full) 804,650 AF (95% full) ? 2 April 15, ,000 AF ( 78% full) 1,200,000 AF (100% full) ? 3 July 21, ,671,000 AF (100% full) 1,445,350 AF (86% full) ? ================== ================= 3,450,000 AF (93% full) 3,450,000 AF (93% full) YEAR-TO-DATE PHYSICAL CHANGE IN NEW Reseservoir 1 Capacity = 847,000 AF Reseservoir 2 Capacity = 1,200,000 AF Reseservoir 3 Capacity = 1,671,000 AF Reservoir System Capacity = 3,718,000 AF Where is the storage accrual occurring on this day?

A B 400 cfs 0 cfs C D 9000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = + 0 AF (0 cfs) 24-hr Change in Storage = AF (13000 cfs) Reseservoir 1 Capacity = 847,000 AF Reseservoir 2 Capacity = 1,200,000 AF Reseservoir 3 Capacity = 1,671,000 AF Reservoir System Capacity = 3,718,000 AF Reach Gain = 2400 cfs Reach Gain = 8600 cfs Reach Gain = 4000 cfs Step 1: Calculate reach gains and natural flow available in each reach Where is the storage accrual occurring on this day? RESERVOIR WATER RIGHT ACCRUAL CONTENTS CONTENTS ACCRUAL YEAR-TO-DATE PHYSICAL CHANGE IN NEW 1 June 1, ,000 AF (100% full) 804,650 AF (95% full) ? 2 April 15, ,000 AF ( 78% full) 1,200,000 AF (100% full) ? 3 July 21, ,671,000 AF (100% full) 1,445,350 AF (86% full) ? ================== ================= 3,450,000 AF (93% full) 3,450,000 AF (93% full)

A B 400 cfs 0 cfs C D 9000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = + 0 AF (0 cfs) 24-hr Change in Storage = AF (13000 cfs) Reseservoir 1 Capacity = 847,000 AF Reseservoir 2 Capacity = 1,200,000 AF Reseservoir 3 Capacity = 1,671,000 AF Reservoir System Capacity = 3,718,000 AF Reach Gain = 2400 cfs Reach Gain = 8600 cfs Reach Gain = 4000 cfs Step 2: Calculate reach gains and distribute new accrual to storage rights. Where is the storage accrual occurring on this day? RESERVOIR WATER RIGHT ACCRUAL CONTENTS CONTENTS ACCRUAL YEAR-TO-DATE PHYSICAL CHANGE IN NEW 1 June 1, ,000 AF (100% full) 808,617 AF (95% full) 3,967 AF ? 2 April 15, ,000 AF ( 78% full) 1,200,000 AF (100% full) ? 3 July 21, ,671,000 AF (100% full) 1,445,350 AF (86% full) ?

A B 400 cfs 0 cfs C D 9000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = + 0 AF (0 cfs) 24-hr Change in Storage = AF (13000 cfs) Reseservoir 1 Capacity = 847,000 AF Reseservoir 2 Capacity = 1,200,000 AF Reseservoir 3 Capacity = 1,671,000 AF Reservoir System Capacity = 3,718,000 AF Reach Gain = 2400 cfs Reach Gain = 8600 cfs Reach Gain = 4000 cfs Step 2: Calculate reach gains and distribute new accrual to storage rights. Where is the storage accrual occurring on this day? RESERVOIR WATER RIGHT ACCRUAL CONTENTS CONTENTS ACCRUAL YEAR-TO-DATE PHYSICAL CHANGE IN NEW 1 June 1, ,000 AF (100% full) 808,617 AF (95% full) 3,967 AF 0 AF 2 April 15, ,000 AF ( 78% full) 1,200,000 AF (100% full) ? 3 July 21, ,671,000 AF (100% full) 1,445,350 AF (86% full) ?

A B 400 cfs 0 cfs C D 9000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = + 0 AF (0 cfs) 24-hr Change in Storage = AF (13000 cfs) Reseservoir 1 Capacity = 847,000 AF Reseservoir 2 Capacity = 1,200,000 AF Reseservoir 3 Capacity = 1,671,000 AF Reservoir System Capacity = 3,718,000 AF Reach Gain = 2400 cfs Reach Gain = 8600 cfs Reach Gain = 4000 cfs Step 2: Calculate reach gains and distribute new accrual to storage rights. Where is the storage accrual occurring on this day? RESERVOIR WATER RIGHT ACCRUAL CONTENTS CONTENTS ACCRUAL YEAR-TO-DATE PHYSICAL CHANGE IN NEW 1 June 1, ,000 AF (100% full) 808,617 AF (95% full) 3,967 AF 0 AF 2 April 15, ,000 AF ( 78% full) 1,200,000 AF (100% full) ? 3 July 21, ,671,000 AF (100% full) 1,471,135 AF (88% full) 25,785 AF ?

A B 400 cfs 0 cfs C D 9000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = + 0 AF (0 cfs) 24-hr Change in Storage = AF (13000 cfs) Reseservoir 1 Capacity = 847,000 AF Reseservoir 2 Capacity = 1,200,000 AF Reseservoir 3 Capacity = 1,671,000 AF Reservoir System Capacity = 3,718,000 AF Reach Gain = 2400 cfs Reach Gain = 8600 cfs Reach Gain = 4000 cfs Step 2: Calculate reach gains and distribute new accrual to storage rights. Where is the storage accrual occurring on this day? RESERVOIR WATER RIGHT ACCRUAL CONTENTS CONTENTS ACCRUAL YEAR-TO-DATE PHYSICAL CHANGE IN NEW 1 June 1, ,000 AF (100% full) 808,617 AF (95% full) 3,967 AF 0 AF 2 April 15, ,000 AF ( 78% full) 1,200,000 AF (100% full) ? 3 July 21, ,671,000 AF (100% full) 1,471,135 AF (88% full) 25,785 AF 0 AF

A B 400 cfs 0 cfs C D 9000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = + 0 AF (0 cfs) 24-hr Change in Storage = AF (13000 cfs) Reseservoir 1 Capacity = 847,000 AF Reseservoir 2 Capacity = 1,200,000 AF Reseservoir 3 Capacity = 1,671,000 AF Reservoir System Capacity = 3,718,000 AF Reach Gain = 2400 cfs Reach Gain = 8600 cfs Reach Gain = 4000 cfs Step 2: Calculate reach gains and distribute new accrual to storage rights. Where is the storage accrual occurring on this day? RESERVOIR WATER RIGHT ACCRUAL CONTENTS CONTENTS ACCRUAL YEAR-TO-DATE PHYSICAL CHANGE IN NEW 1 June 1, ,000 AF (100% full) 808,617 AF (95% full) 3,967 AF 0 AF 2 April 15, ,000 AF ( 78% full) 1,200,000 AF (100% full) 0 AF ? 3 July 21, ,671,000 AF (100% full) 1,471,135 AF (88% full) 25,785 AF 0 AF

A B 400 cfs 0 cfs C D 9000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = + 0 AF (0 cfs) 24-hr Change in Storage = AF (13000 cfs) Reseservoir 1 Capacity = 847,000 AF Reseservoir 2 Capacity = 1,200,000 AF Reseservoir 3 Capacity = 1,671,000 AF Reach Gain = 2400 cfs Reach Gain = 8600 cfs Reach Gain = 4000 cfs Step 2: Calculate reach gains and distribute new accrual to storage rights. Where is the storage accrual occurring on this day? RESERVOIR WATER RIGHT ACCRUAL CONTENTS CONTENTS ACCRUAL YEAR-TO-DATE PHYSICAL CHANGE IN NEW 1 June 1, ,000 AF (100% full) 808,617 AF (95% full) 3,967 AF 0 AF 2 April 15, ,818 AF ( 79% full) 1,200,000 AF (100% full) 0 AF +21,818 AF (11,000 cfs) 3 July 21, ,671,000 AF (100% full) 1,471,135 AF (88% full) 25,785 AF 0 AF

A B 400 cfs 0 cfs C D 9000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = + 0 AF (0 cfs) 24-hr Change in Storage = AF (13000 cfs) Reseservoir 1 Capacity = 847,000 AF Reseservoir 2 Capacity = 1,200,000 AF Reseservoir 3 Capacity = 1,671,000 AF Reservoir System Capacity = 3,718,000 AF Reach Gain = 2400 cfs Reach Gain = 8600 cfs Reach Gain = 4000 cfs Step 2: Calculate reach gains and distribute new accrual to storage rights. Where is the storage accrual occurring on this day? RESERVOIR WATER RIGHT ACCRUAL CONTENTS CONTENTS ACCRUAL 1 June 1, ,000 AF (100% full) 808,617 AF (95% full) +3,967 AF 0 AF 2 April 15, ,818 AF ( 79% full) 1,200,000 AF (100% full) 0 AF +21,818 AF (11,000 cfs) 3 July 21, ,671,000 AF (100% full) 1,471,135 AF (88% full) +25,785 AF 0 AF ================== ================= ========= ========= 3,471,818 AF (93% full) 3,479,752 AF (94% full) +29,752 AF +21,818 AF YEAR-TO-DATE PHYSICAL CHANGE IN NEW

A B 400 cfs 0 cfs C D 9000 cfs 0 cfs END 24-hr Change in Storage = AF (2000 cfs) 24-hr Change in Storage = + 0 AF (0 cfs) 24-hr Change in Storage = AF (13000 cfs) Reseservoir 1 Capacity = 847,000 AF Reseservoir 2 Capacity = 1,200,000 AF Reseservoir 3 Capacity = 1,671,000 AF Reservoir System Capacity = 3,718,000 AF Reach Gain = 2400 cfs Reach Gain = 8600 cfs Reach Gain = 4000 cfs Step 2: Calculate reach gains and distribute new accrual to storage rights. Where is the storage accrual occurring on this day? RESERVOIR WATER RIGHT ACCRUAL CONTENTS CONTENTS ACCRUAL 1 June 1, ,000 AF (100% full) 808,617 AF (95% full) +3,967 AF 0 AF 2 April 15, ,818 AF ( 79% full) 1,200,000 AF (100% full) 0 AF +21,818 AF (11,000 cfs) 3 July 21, ,671,000 AF (100% full) 1,471,135 AF (88% full) +25,785 AF 0 AF Unallocated 7,934 AF +7,934 AF (4,000 cfs) =================== =================== ========= ========= 3,479,752 AF ( 94% full) 3,479,752 AF ( 94% full) +29,752 AF +29,752 AF YEAR-TO-DATE PHYSICAL CHANGE IN NEW

UNALLOCATED (UNACCOUNTED) STORAGE Unallocated Storage accrual is used to offset: 1)Water physically stored in Lake Milner 2)Previously stored (accrued) water released past Milner Dam, e.g., for reservoir maintenance or flood-control operations. Any surplus Unallocated Storage is then allocated to unfilled reservoir storage accounts.

A B 400 cfs 0 cfs C D 9000 cfs 0 cfs END Reseservoir 1 Capacity = 847,000 AF Reseservoir 2 Capacity = 1,200,000 AF Reseservoir 3 Capacity = 1,671,000 AF Reservoir System Capacity = 3,718,000 AF RESERVOIR WATER RIGHT ACCRUAL CONTENTS CONTENTS ACCRUAL 1 June 1, ,000 AF (100% full) 808,617 AF (95% full) +3,967 AF 0 AF 2 April 15, ,752 AF ( 80% full) 1,200,000 AF (100% full) 0 AF +21,818 AF (11,000 cfs) 3 July 21, ,671,000 AF (100% full) 1,471,135 AF (88% full) +25,785 AF 0 AF Unallocated 7,934 AF +7,934 AF (4,000 cfs) =================== =================== ========= ========= 1,479,752 AF ( 94% full) 3,479,752 AF ( 94% full) +29,752 AF +29,752 AF YEAR-TO-DATE PHYSICAL CHANGE IN NEW If storage hasnt been released from the reservoir system past Milner Dam, unallocated storage physically held in Reservoir #3 can be exchanged for Reservoir #3 water-right accrual that had been physically held in Reservoir # ,752 AF 0

A B 0 cfs C D END 24-hr Change in Storage = + 0 AF (0 cfs) 24-hr Change in Storage = AF (-3000 cfs) 24-hr Change in Storage = AF (13000 cfs) Reach Gain = 2400 cfs Reach Gain = 8600 cfs Reach Gain = 4000 cfs ADJUSTMENTS FOR STORAGE OR FLOOD-CONTROL SPILLED PAST MILNER DAM 2400 cfs cfs 5000 cfs

A B 0 cfs C D END 24-hr Change in Storage = + 0 AF (0 cfs) 24-hr Change in Storage = AF (-3000 cfs) 24-hr Change in Storage = AF (13000 cfs) Reach Gain = 2400 cfs Reach Gain = 8600 cfs Reach Gain = 4000 cfs RESERVOIR WATER RIGHT ACCRUAL CONTENTS ACCRUAL 1 June 1, ,000 AF (100% full) 0 AF 0 AF 2 April 15, ,000 AF ( 78% full) -5,950 AF +21,818 AF (11,000 cfs) 3 July 21, ,671,000 AF (100% full) +25,785 AF 0 AF Unallocated +7,934 AF (4,000 cfs) ========= ========= +19,835 AF +29,752 AF YEAR-TO-DATE CHANGE IN NEW ADJUSTMENTS FOR STORAGE OR FLOOD-CONTROL SPILLED PAST MILNER DAM 2400 cfs cfs 5000 cfs

A B 0 cfs C D END 24-hr Change in Storage = + 0 AF (0 cfs) 24-hr Change in Storage = AF (-3000 cfs) 24-hr Change in Storage = AF (13000 cfs) Reach Gain = 2400 cfs Reach Gain = 8600 cfs Reach Gain = 4000 cfs RESERVOIR WATER RIGHT ACCRUAL CONTENTS ACCRUAL 1 June 1, ,000 AF (100% full) 0 AF 0 AF 2 April 15, ,000 AF ( 78% full) -5,950 AF +21,818 AF (11,000 cfs) 3 July 21, ,671,000 AF (100% full) +25,785 AF 0 AF Unallocated +7,934 AF (4,000 cfs) ========= ========= +19,835 AF +29,752 AF YEAR-TO-DATE CHANGE IN NEW ADJUSTMENTS FOR STORAGE OR FLOOD-CONTROL SPILLED PAST MILNER DAM 2400 cfs cfs 5000 cfs

A B 0 cfs C D END 24-hr Change in Storage = + 0 AF (0 cfs) 24-hr Change in Storage = AF (-3000 cfs) 24-hr Change in Storage = AF (13000 cfs) Reach Gain = 2400 cfs Reach Gain = 8600 cfs Reach Gain = 4000 cfs RESERVOIR WATER RIGHT ACCRUAL CONTENTS ACCRUAL YEAR-TO-DATE CHANGE IN NEW ADJUSTMENTS FOR STORAGE OR FLOOD-CONTROL SPILLED PAST MILNER DAM 2400 cfs cfs 5000 cfs 1 June 1, ,000 AF (100% full) 0 AF 0 AF 2 April 15, ,000 AF ( 78% full) -5,950 AF +21,818 AF (11,000 cfs) 3 July 21, ,671,000 AF (100% full) +25,785 AF 0 AF Unallocated +7,934 AF (4,000 cfs) Storage Past Milner -9,917 AF (5,000 cfs) ========= ========= +19,835 AF +19,835 AF

A B 0 cfs C D END 24-hr Change in Storage = + 0 AF (0 cfs) 24-hr Change in Storage = AF (-3000 cfs) 24-hr Change in Storage = AF (13000 cfs) Reach Gain = 2400 cfs Reach Gain = 8600 cfs Reach Gain = 4000 cfs RESERVOIR WATER RIGHT ACCRUAL CONTENTS ACCRUAL YEAR-TO-DATE CHANGE IN NEW ADJUSTMENTS FOR STORAGE OR FLOOD-CONTROL SPILLED PAST MILNER DAM 2400 cfs cfs 5000 cfs 1 June 1, ,000 AF (100% full) 0 AF 0 AF 2 April 15, ,000 AF ( 78% full) -5,950 AF +21,818 AF (11,000 cfs) 3 July 21, ,671,000 AF (100% full) +25,785 AF 0 AF Unallocated +7,934 AF (4,000 cfs) Storage Past Milner -9,917 AF (5,000 cfs) ========= ========= +19,835 AF +19,835 AF Need to reset the Unallocated Storage to zero and reduce reservoir accrual by an additional 1,983 AF.

Storage Accrual Summary 1)Reservoir storage rights accrue new storage based on the natural flow (reach gain) available to the reservoir storage priority each day of the irrigation season, regardless of whether the physical contents of the reservoir change. 2)Unallocated (unaccounted) storage accrues when storage is physically captured in the reservoir system without being accrued to a specific reservoir storage right. 3)If zero storage spills out the end of the system past Milner Dam, the sum of accrued storage and unallocated storage minus any storage used by diversions will be equal to the physical contents in the reservoir system. 4)New storage accrual will occur or unallocated storage will increase as reservoir system contents increase. 5)If the reservoir system contents decrease, new storage accrual will occur or unallocated storage will increase if the sum of daily storage diverted by diversions and storage released past Milner Dam is less than the decrease in reservoir system contents. 6)Unallocated (unaccounted) storage is allocated or exchanged to unfilled reservoir accounts when the amount of unallocated storage exceeds the sum of the physical contents in Lake Milner and the storage released past Milner Dam. 7)If the amount of storage released past Milner Dam exceeds the amount of unallocated storage, reservoir accruals must be reduced so storage allocated to reservoir accounts equals the physical contents in the reservoir system.