rain harvesting systems on a 2,000 square-foot roof-top on san juan island wa usa

8/9/2019 rain harvesting systems on a 2,000 square-foot roof-top on San Juan Island WA USA

1/102

Golder Assoc iates Inc .

18300 NE Union Hill Road, Suite 200

Redmond, Washington 98052

Telephone: (425) 883 0777

Fax: (425) 882 5498

DRAFT

TECHNICAL MEMORANDUM

TO: Roma Call, Washington Department of Ecology DATE: July 13, 2007

FR:Chris V. Pitre., Golder Associates

Elizabeth Shea, Golder AssociatesGOLDER REF: 013-1500-010.105

RE:Analysis Impacts on Water Resources of Rainwater Harvesting on San Juan Islands

Ecology Contract: C0500008; Work Assignment #GA10

The Washington Department of Ecology (Ecology) commissioned Golder Associates Inc (Golder) to

evaluate potential impacts of rain harvesting in the San Juan Islands (Water Resources Inventory Area[WRIA] 2 [San Juan]) on runoff and recharge. The analysis considered:

Distribution of rain harvesting systems: A 2,000 square-foot roof-top rain harvesting systemon every currently-zoned parcel on Lopez, San Juan, Orcas and Shaw Islands;

Storage constraints: Harvest of rain limited on every currently existing parcel by a 5,000gallon storage tank, or harvest of all rain, falling on a 2,000 square-foot roof per parcel;

Quantification of impacts: Impacts quantified by a hydrologic model developed by the

United States Geological Survey (USGS, 2002), called the Deep Percolation Model (DPM).

1.0 SUBBASIN DELINEATION


2/102

July 13, 2007 - 2 - 013-1500-010.005

DRAFT

(http://plso.wadnr.gov/blm_wa/wSrvy1.asp). Seven of those government lots were unavailable or had

unmarked boundaries. Notes regarding the mapping of PODs with respect to government lots areprovided within the GIS database. Government lots that were available for download were

georeferenced in the mapping shape file. The lots were used to help determine the POD location for

68 surface water rights, certificates, applications, and claims.

As part of the POD mapping, Golder populated database files with fields specified by Ecology:

Spatial ID number (SID),

Document number (Document); Point Type code (HW, PM, or RD);

Point Location code (U, UA, UD, UM, or UX);

Point Association Code (Y); and,

Point Position code (M, Q, S, or T).

These files were provided to Ecology in electronic format as two tables named SIDDoc.dbf and

pnt.dbf. In addition, Golder provided table Comments.dbf, which provides notes on specific

PODs regarding mapping, document errors, assumptions, and/or limitations. All comments are linked

to the POD locations via the associated SID numbers.

Golder was unable to map the POD of the following four documents:

Document S1-25955 did not provide a Township for the POD, and no permit or map wasavailable to confirm the POD location.

Document S1-164969CL is located in Township 36 North, Range 05 West, Section 22, and isoutside of the geographical area provided to Golder by Ecology.

Document S1-031286CL is in Township 37 North, Range 03 West, Section 27. Golder wasunable to locate Section 27 on the GIS layers provided by Ecology or on topographic maps


3/102

July 13, 2007 - 3 - 013-1500-010.005

DRAFT

4.0 SCENARIOSFour scenarios were evaluated, each of which assumed a 2,000 square-foot roof-top collection of rain

per parcel:

Scenario 1: Irrigation use - Full capture of rain falling on the roof.

Scenario 2: Domestic use - Full capture of rain falling on the roof.

Scenario 3: Irrigation use - Capture of rain falling on the roof limited by storage in a 5,000 gallontank.

Scenario 4: Domestic use - Capture of rain falling on the roof limited by storage in a 5,000 gallontank.

Baseline conditions assume no active rain management (e.g., rain runoff from roofs discharges to the

ground and is incorporated into the hydrologic cycle in the same manner as rain falling on the

ground).

Water use in the irrigation scenarios (Scenarios 1 and 3) was considered fully consumptive (no return

flow).

Domestic use with full capture (i.e., unlimited storage tank size, Scenario 2) assumed average daily

use is equal to the full capture of rain during the simulation period. The quantity was divided evenly

by days in the simulation period.

Domestic use with capture limited by storage tank size (i.e., 5,000 gallons, Scenario 4) assumed an

average daily use of 85 gallons per parcel (Mayo, 2004). In this scenario, demand is sometimes not

met during summer dry periods when storage is drawn down and not replenished.

Actual impacts to the hydrologic system from rain harvesting include not only the harvest of rain, but

also how the captured rainwater is used, including the assumed discharge of wastewater to septic


4/102

July 13, 2007 - 4 - 013-1500-010.005

DRAFT

Schematic A: Fate of Used Water

Septic systems are the dominant form of wastewater discharge in the drainages assessed. Return flowfrom domestic use is assumed to be 85% of total use. The remaining 15% of harvested rain is

assumed to be consumptively applied to irrigation use. Return flow for Scenario 2 is constant year-

round (i.e., it is a function of the total rain capture over the simulated period). Return flow for

Evapotranspiration

Total water use

(100%).Interior use (~85%).

Groundwater

recharge via septic

systems (~85%).

Exterior landscape

irrigation (~15%).


5/102

July 13, 2007 - 5 - 013-1500-010.005

DRAFT

streams as baseflow. Nor does the model consider routing of runoff across cells to a stream channel.

These considerations do not invalidate the assessment of rain harvesting at the resolution of a cell, assimulated by the DPM model.

The model code was modified to reduce precipitation according to the number of rain collection

systems within each cell and the storage capacity. The resulting runoff and recharge from each cell

was then calculated by the model.

6.0

FINDINGS

The model simulated the effects of reduced precipitation per parcel as a result of rain harvesting. Use

of the USGS DPM model simulated the effects of depleted soil moisture as a result of rain harvesting

during the summer. Although it may be perceived that rain harvesting during the summer has no

effects on hydrologic cycle water availability (because under natural conditions there is no immediate

runoff or recharge), rain harvesting during the summer results in depleted soil moisture, and delayed

runoff during the fall rains (e.g., October), as a result of the replenishment of depleted soil moisture.

Changes in monthly runoff, recharge, and net total of runoff plus recharge, for the baseline conditionand the four scenarios evaluated are presented for each subbasin in Tables 2 through 33. Change in

average annual groundwater recharge between the baseline conditions simulated by the USGS (Orr

and others, 2002, revised 2007) and the rain harvesting scenarios are shown in Figures 5-8. The

changes in monthly runoff, recharge, and net total runoff plus recharge between the baseline

conditions simulated by the USGS (Orr and others, 2002, revised 2007) and the rain harvesting

scenarios are included in these tables and plotted in Figures 9 through 40.

6.1

Impacts of Rain Harvesting for Irrigation

Rain harvesting for irrigation use (Scenario 1 full harvest of rain; and, Scenario 3 harvest limited

by a 5,000 gallon tank) reduces runoff and recharge. The largest impacts are in Scenario 1, where all

i f lli f i h t d d i ti l l t b li ti t i i ti


6/102

July 13, 2007 - 6 - 013-1500-010.005

DRAFT

harvest, and the discharge to septic systems of rain harvested earlier in wetter months. A net increase

in runoff plus recharge occurred in the wetter months.

Impacts of rain harvesting for year-round domestic use, when combined with discharge of used water

to septic systems, are: 1) reduced winter runoff; and, 2) enhanced groundwater recharge. The net

effect on the hydrologic cycle is to shift stormwater runoff during the winter to groundwater recharge

and baseflow during the summer. This decreases peak winter streamflows and increases summer low

streamflows. These effects, generally considered beneficial, are proportional to the size of an

associated storage tank. A larger tank will also provide interannual storage to allow water collected

in wetter years to be used in drier years, providing a more reliable water supply for out-of-stream use.Therefore, the larger the storage tank for domestic use in conjunction with a septic system, the greater

the environmental benefits and water supply.

Rain harvesting for year-round use provides environmental and water supply benefits regardless of

the size of the storage tank, when combined with discharge of used water to septic systems.

The above analysis is most applicable to rural areas where rooftop runoff of rain is discharged to the

ground. Where stormwater management consists of directing runoff to streams, rain harvesting will

have a greater positive effect by reducing peak winter streamflows and positive impacts by increasingsummer stream baseflow where used water is discharged to septic systems. Where stormwater

management consists of directing runoff to Puget Sound, rain harvesting will have positive impacts

by increasing summer streamflow where used water is discharged to septic systems.

7.0 ASSESSMENT OF IMPAIRMENTA comparison of gaged streamflow, and simulated runoff and recharge is presented in Figure 41illustrates the ability of the model in representing streamflow. The baseline conditions of annual

simulated [Runoff + Recharge] represents approximately 94% of the total annual streamflow,

compared to runoff alone that represents 79% of the total annual streamflow. Therefore, [Runoff +

R h ] i id d b i f l l fl


7/102

July 13, 2007 - 7 - 013-1500-010.005

DRAFT

Total water balance analysis, including quantification of the reduced proportion of

evapotranspiration and concurrent increase in terrestrially available water (i.e., the amount ofreduced evapotranspiration that is additionally made available for recharge, streamflow and

out-of-stream use);

Analysis of individual cell water balance and comparison with the conceptual model tofurther evaluate the simulation of hydrological processes;

Differences of rain harvesting effects on areas underlain by bedrock or unconsolidatedsediments;

Impairment analysis considering seasonal use of water rights; and,

Representation of the relative changes in water balance components (e.g., runoff andrecharge).

Additional analysis, possibly including the collection of field data, could be considered to assess the

following;

The contribution (quantity and timing) of groundwater recharge to streamflow as baseflow;

Effects of reduced groundwater recharge on potential saline intrusion; and,

Other processes.

9.0 LIMITATIONSThe analysis was conducted using the United States Geological Survey (USGS) Deep Percolation

Model (DPM; Orr and others, 2002, revised 2007). The USGS will be reissuing the report to correct

errors in the original analysis (Marijke van Heeswijk, USGS, personal communication).

Several errors were identified by Golder in the original data provided:


8/102

July 13, 2007 - 8 - 013-1500-010.005

DRAFT

A thorough review of the original data provided to Golder was not conducted. Comprehensive

review of the work presented in this technical memorandum was not completed due to limitations ofthe baseline data provided to Golder.

Ecology directed Golder to provide this report with the understanding of the limitations of the original

data. For this reason, the analysis as presented in this report will not delivered as a final product

without substantial correction, and will remain in draft format.

Changes in the baseline condition data provided to Golder may change the results of the analysis

presented in this report.

All work has been conducted according to generally accepted professional practices at this time and

place within the limitations of the data provided and available time and budget.

10.0 REFERENCESGolder Associates, 2006. Barker Creek Rain Harvesting Evaluation of Potential Impacts. Ecology

Contract C0500008. Draft Technical Memorandum to Ecology, November 30, 2006.

Mayo, R., 2004. The Hydrologic Impacts of Rainwater Catchment systems on the Groundwater of

the San Juan Islands. White Paper, December 13, 2004.

Orr, L.A., H.H. Bauer and J.A. Wayenburg, 2002. Estimates of Ground-Water Recharge from

Precipitation to glacial-Deposit and Bedrock Aquifers on Lopez, San Juan, Orcas and Shaw

Islands, San Juan County, Washington. USGS Water Resources Investigations Report 02-4114.


9/102

July 13, 2007 - 9 - 013-1500-010.005

DRAFT

List of Tables

Table 1 Subbasin Properties

Tables 2-33 Precipitation, Runoff and Recharge for Subbasins

List of Figures

Figure 1 Mean Annual Precipitation for Lopez, San Juan, Orcas, and Shaw Islands, San JuanCounty, Washington, 1961-1990

Figure 2 Generalized Surficial Geology and Data-Collection Sites for Lopez, San Juan, Orcas, and

Shaw Islands, San Juan County, Washington

Figure 3a Surface Water Rights Lopez Island

Figure 3b Surface Water Rights San Juan Island

Figure 3c Surface Water Rights Orcas IslandFigure 3d Surface Water Rights Shaw Island

Figure 4a Distribution of Rain Harvesting Systems Lopez Island

Figure 4b Distribution of Rain Harvesting Systems San Juan Island

Figure 4c Distribution of Rain Harvesting Systems Orcas Island

Figure 4d Distribution of Rain Harvesting Systems Shaw Island

Figure 5a Scenario 1 Change in Recharge on Lopez Island

Figure 5b Scenario 1 Change in Recharge on San Juan Island

Figure 5c Scenario 1 Change in Recharge on Orcas Island

Figure 5d Scenario 1 Change in Recharge on Shaw Island


10/102

DRAFT

-0.05

-0.04

-0.03

-0.02

-0.01

0.00

0.01

0.02

0.03

J F M A M J J A S OMonth

DifferencefromB

aseline(cfs)

Scenario 1 - Irrigation Use, Full Captur

Scenario 2 - Domestic Use, Full Captu

Scenario 3 - Irrigation Use, 5,000 gal. T

Scenario 4 - Domestic Use, 5,000 gal.


11/102

DRAFT

-0.05

-0.04

-0.03

-0.02

-0.01

0.00

0.01

0.02

0.03


DifferencefromB

aseline(cfs)






12/102

DRAFT

-0.05

-0.04

-0.03

-0.02

-0.01

0.00

0.01

0.02

0.03


DifferencefromB

aseline(cfs)






13/102

DRAFT

-0.05

-0.04

-0.03

-0.02

-0.01

0.00

0.01

0.02

0.03


DifferencefromB

aseline(cfs)






14/102

DRAFT

-0.05

-0.04

-0.03

-0.02

-0.01

0.00

0.01

0.02

0.03


DifferencefromB

aseline(cfs)






15/102

DRAFT

-0.30

-0.25

-0.20

-0.15

-0.10

-0.05

0.00

0.05

0.10


DifferencefromB

aseline(cfs)






16/102

DRAFT

-0.30

-0.25

-0.20

-0.15

-0.10

-0.05

0.00

0.05

0.10


DifferencefromB

aseline(cfs)






17/102

DRAFT

-0.30

-0.25

-0.20

-0.15

-0.10

-0.05

0.00

0.05

0.10


DifferencefromB

aseline(cfs)






18/102

DRAFT

-0.30

-0.25

-0.20

-0.15

-0.10

-0.05

0.00

0.05

0.10


DifferencefromB

aseline(cfs)






19/102

DRAFT

-0.30

-0.25

-0.20

-0.15

-0.10

-0.05

0.00

0.05

0.10


DifferencefromB

aseline(cfs)






20/102

DRAFT

-0.30

-0.25

-0.20

-0.15

-0.10

-0.05

0.00

0.05

0.10


DifferencefromB

aseline(cfs)






21/102

DRAFT

-0.30

-0.25

-0.20

-0.15

-0.10

-0.05

0.00

0.05

0.10


DifferencefromB

aseline(cfs)






22/102

DRAFT

-0.30

-0.25

-0.20

-0.15

-0.10

-0.05

0.00

0.05

0.10


DifferencefromB

aseline(cfs)






23/102

DRAFT

-0.30

-0.25

-0.20

-0.15

-0.10

-0.05

0.00

0.05

0.10


DifferencefromB

aseline(cfs)






24/102

DRAFT

-0.30

-0.25

-0.20

-0.15

-0.10

-0.05

0.00

0.05

0.10


DifferencefromB

aseline(cfs)






25/102

DRAFT

-0.30

-0.25

-0.20

-0.15

-0.10

-0.05

0.00

0.05

0.10


DifferencefromB

aseline(

cfs)






26/102

DRAFT

-0.30

-0.25

-0.20

-0.15

-0.10

-0.05

0.00

0.05

0.10


DifferencefromB

aseline(

cfs)






27/102

DRAFT

-0.10

-0.08

-0.06

-0.04

-0.02

0.00

0.02

0.04


DifferencefromB

aseline(

cfs)






28/102

DRAFT

-0.10

-0.08

-0.06

-0.04

-0.02

0.00

0.02

0.04


DifferencefromB

aseline(

cfs)






29/102

DRAFT

-0.10

-0.08

-0.06

-0.04

-0.02

0.00

0.02

0.04


DifferencefromB

aseline(

cfs)






30/102

DRAFT

-0.10

-0.08

-0.06

-0.04

-0.02

0.00

0.02

0.04


DifferencefromB

aseline(

cfs)






31/102

DRAFT

-0.10

-0.08

-0.06

-0.04

-0.02

0.00

0.02

0.04


DifferencefromB

aseline(

cfs)






32/102

DRAFT

-0.10

-0.08

-0.06

-0.04

-0.02

0.00

0.02

0.04


DifferencefromB

aseline(

cfs)






33/102

DRAFT

-0.10

-0.08

-0.06

-0.04

-0.02

0.00

0.02

0.04


DifferencefromB

aseline(cfs)






34/102

DRAFT

-0.10

-0.08

-0.06

-0.04

-0.02

0.00

0.02

0.04


DifferencefromB

aseline(cfs)






35/102

DRAFT

-0.10

-0.08

-0.06

-0.04

-0.02

0.00

0.02

0.04


DifferencefromB

aseline(cfs)






36/102

DRAFT

-0.10

-0.08

-0.06

-0.04

-0.02

0.00

0.02

0.04


DifferencefromB

aseline(cfs)






37/102

DRAFT

-0.10

-0.08

-0.06

-0.04

-0.02

0.00

0.02

0.04


DifferencefromB

aseline(cfs)





DRAFT


38/102

DRAFT

-0.10

-0.08

-0.06

-0.04

-0.02

0.00

0.02

0.04


DifferencefromB

aseline(cfs)





DRAFT


39/102

DRAFT

-0.10

-0.08

-0.06

-0.04

-0.02

0.00

0.02

0.04


DifferencefromB

aseline(cfs)





DRAFT


40/102

DRAFT

-0.10

-0.08

-0.06

-0.04

-0.02

0.00

0.02

0.04


DifferencefromB

aseline(cfs)





DRAFT


41/102

DRAFT

-0.18

-0.14

-0.10

-0.06

-0.02

0.02

0.06


DifferencefromB

aseline(cfs)

Scenario 1 - Irrigation

Scenario 2 - Domestic

Scenario 3 - Irrigation

Scenario 4 - Domestic

Inconsistent

results in July

caused byanomalies in

original

source data.

2 0


42/102

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.8

2.0

FLOW(

cfs)

Average gaged s

Average model r

Average model r

Average model r

2 0


43/102

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.8

2.0

FLOW(

cfs)

Average gaged s

Average model r

Average model r

Average model r


44/102

June 2007 Table 1

Subbasin Properties

013-1500-010.105

Subbasin Parcel DensityWater Right

Qi

(sq.ft.) (acres) (parcels/sq.mi.) (cfs)

1 2.7E+07 618 72 75 0.2

3 2.0E+07 460 32 45

4 1.4E+08 3221 201 40 0.25

5 2.6E+07 596 107 115

61 7.0E+07 1597 168 67

Outside basin boundaries 5.3E+08 12227 2441 128 0.205

6 1.6E+07 364 36 63

7 4.3E+08 9788 804 53 4.96

8 6.3E+07 1441 132 59 0.1

9 2.0E+07 464 38 52 0.045

10 5.2E+07 1190 111 60 0.01

11 6.4E+07 1479 74 32 10.2

13 5.1E+07 1162 81 45 0.02

15 1.0E+08 2303 390 108

16 1.9E+07 432 69 102 0.2

29 2.6E+07 586 158 172

131 3.4E+07 776 57 47 3

139 2.4E+07 550 51 59 0.89

Outside basin boundaries 6.4E+08 14656 3776 165 2.108

17 3.1E+07 712 82 74 0.1

18 1.8E+07 404 15 24

19 1.6E+08 3588 243 43 2.27

Area

Lopez Island

San Juan Island

Orcas Island

Number of

Parcels


45/102

June 2007 Table 2

Modeled Precipitation, Runoff, and Recharge for Lopez #1

013-1500-010.105

TOTAL

Month> J F M A M J J A S O N D AnnualWater

Right

Scenario

(average) Qi

Baseline 3.2608 1.9057 2.3989 1.0039 1.8737 1.3047 0.9564 0.3206 0.9416 3.4198 3.0993 2.9826 1.9601

1 3.2433 1.8955 2.3860 0.9984 1.8636 1.2977 0.9513 0.3189 0.9367 3.4014 3.0826 2.9666 1.9496

2 3.2433 1.8955 2.3860 0.9984 1.8636 1.2977 0.9513 0.3189 0.9367 3.4014 3.0826 2.9666 1.9496

3 3.2608 1.9057 2.3989 1.0039 1.8636 1.2977 0.9513 0.3189 0.9367 3.4019 3.0992 2.9826 1.9562

4 3.2514 1.8997 2.3882 0.9984 1.8636 1.2977 0.9513 0.3189 0.9367 3.4014 3.0848 2.9712 1.9514

Baseline 1.0351 1.0103 0.6818 0.2392 0.0258 0.0026 0.0001 0.0000 0.0000 0.0000 0.0411 0.3916 0.2820

1 1.0226 0.9972 0.6735 0.2348 0.0251 0.0024 0.0001 0.0000 0.0000 0.0000 0.0398 0.3804 0.2778

2 1.0226 0.9972 0.6735 0.2348 0.0251 0.0024 0.0001 0.0000 0.0000 0.0000 0.0398 0.3804 0.2778

3 1.0325 1.0085 0.6806 0.2390 0.0258 0.0025 0.0001 0.0000 0.0000 0.0000 0.0402 0.3884 0.28124 1.0264 1.0022 0.6756 0.2358 0.0252 0.0024 0.0001 0.0000 0.0000 0.0000 0.0398 0.3831 0.2790

Baseline 0.5385 0.5428 0.6025 0.4239 0.0718 0.0142 0.0012 0.0000 0.0000 0.0000 0.0700 0.2679 0.20931 0.5377 0.5412 0.5922 0.4199 0.0699 0.0138 0.0012 0.0000 0.0000 0.0000 0.0665 0.2618 0.2069

2 0.5467 0.5502 0.6011 0.4289 0.0788 0.0227 0.0101 0.0089 0.0089 0.0089 0.0754 0.2708 0.2158

3 0.5381 0.5422 0.5983 0.4236 0.0715 0.0141 0.0012 0.0000 0.0000 0.0000 0.0676 0.2644 0.2083

4 0.5458 0.5495 0.6010 0.4289 0.0782 0.0219 0.0092 0.0046 0.0043 0.0077 0.0745 0.2702 0.2145

Baseline 1.5736 1.5532 1.2843 0.6631 0.0977 0.0169 0.0013 0.0000 0.0000 0.0000 0.1111 0.6594 0.4913

1 1.5603 1.5385 1.2656 0.6547 0.0950 0.0162 0.0012 0.0000 0.0000 0.0000 0.1062 0.6423 0.4846

2 1.5693 1.5474 1.2746 0.6637 0.1039 0.0252 0.0102 0.0089 0.0089 0.0089 0.1152 0.6512 0.4936

3 1.5706 1.5507 1.2789 0.6626 0.0972 0.0165 0.0013 0.0000 0.0000 0.0000 0.1079 0.6529 0.4895

4 1.5722 1.5518 1.2766 0.6648 0.1034 0.0243 0.0093 0.0046 0.0043 0.0077 0.1144 0.6533 0.4935

(total) Qa

Baseline 200.4924 105.8355 147.5017 59.7341 115.2049 77.6320 58.8079 19.7135 56.0277 210.2704 184.4169 183.3857 1419.0227

1 199.4178 105.2702 146.7081 59.4098 114.5880 77.2185 58.4920 19.6110 55.7334 209.1416 183.4249 182.4028 1411.4181

2 199.4178 105.2702 146.7081 59.4098 114.5880 77.2185 58.4920 19.6110 55.7334 209.1416 183.4249 182.4028 1411.4181

3 200.4924 105.8355 147.5017 59.7341 114.5880 77.2185 58.4920 19.6110 55.7334 209.1699 184.4103 183.3857 1416.1725

4 199.9172 105.5037 146.8390 59.4098 114.5880 77.2185 58.4920 19.6110 55.7334 209.1416 183.5524 182.6904 1412.6969

Baseline 63.6432 56.1102 41.9205 14.2347 1.5890 0.1567 0.0033 0.0000 0.0000 0.0000 2.4485 24.0752 204.1813

1 62.8754 55.3816 41.4087 13.9713 1.5406 0 .1442 0 .0033 0 .0000 0 .0000 0.0000 2.3676 23.3908 201.0834

2 62.8754 55.3816 41.4087 13.9713 1.5406 0 .1442 0 .0033 0 .0000 0 .0000 0.0000 2.3676 23.3908 201.0834

3 63.4848 56.0085 41.8455 14.2230 1.5856 0 .1484 0 .0033 0 .0000 0 .0000 0.0000 2.3943 23.8835 203.5769

4 63.1080 55.6600 41.5387 14.0321 1.5498 0 .1451 0 .0033 0 .0000 0 .0000 0.0000 2.3709 23.5550 201.9630

Baseline 33.1104 30.1459 37.0453 25.2207 4.4159 0.8462 0.0750 0.0000 0.0000 0.0000 4.1641 16.4698 151.4933

1 33.0637 30.0584 36.4092 24.9881 4.2983 0 .8212 0 .0717 0 .0000 0 .0000 0.0000 3.9540 16.0988 149.7634

2 33.6134 30.5548 36.9588 25.5200 4.8480 1 .3531 0 .6213 0 .5496 0 .5319 0.5496 4.4859 16.6484 156.23503 33.0871 30.1101 36.7894 25.2057 4.3934 0 .8362 0 .0750 0 .0000 0 .0000 0.0000 4.0232 16.2580 150.7780

4 33.5604 30.5178 36.9550 25.5225 4.8100 1 .3030 0 .5675 0 .2825 0 .2587 0.4727 4.4351 16.6129 155.2980

Baseline 96.7536 86.2561 78.9658 39.4554 6.0048 1.0029 0.0784 0.0000 0.0000 0.0000 6.6126 40.5450 355.6746

1 95 9391 85 4400 77 8179 38 9594 5 8389 0 9654 0 0750 0 0000 0 0000 0 0000 6 3216 39 4896 350 8469

Precipitation

Precipitation

0.2

0

Runoff + Recharge

RATE (cfs)

VOLUME (afy)

Runoff + Recharge

Recharge

Runoff

Recharge

Runoff


46/102

June 2007 Table 3


013-1500-010.105

TOTAL


Right

Scenario

(average) Qi

Baseline 2.0532 1.2759 1.6522 0.6971 1.3532 0.9351 0.7238 0.2222 0.7066 2.4303 2.2057 2.0032 1.3579

1 2.0469 1.2718 1.6469 0.6948 1.3489 0.9321 0.7215 0.2213 0.7044 2.4225 2.1986 1.9968 1.3536

2 2.0469 1.2718 1.6469 0.6948 1.3489 0.9321 0.7215 0.2213 0.7044 2.4225 2.1986 1.9968 1.3536

3 2.0532 1.2759 1.6522 0.6971 1.3489 0.9321 0.7215 0.2213 0.7044 2.4228 2.2052 2.0032 1.3562

4 2.0489 1.2734 1.6476 0.6948 1.3489 0.9321 0.7215 0.2213 0.7044 2.4225 2.1989 1.9984 1.3541

Baseline 0.6617 0.8693 0.4934 0.3103 0.0996 0.0370 0.0048 0.0030 0.0019 0.0031 0.0859 0.2959 0.2351

1 0.6528 0.8649 0.4906 0.3089 0.0990 0.0366 0.0048 0.0030 0.0019 0.0028 0.0844 0.2935 0.2332

2 0.6528 0.8649 0.4906 0.3089 0.0990 0.0366 0.0048 0.0030 0.0019 0.0028 0.0844 0.2935 0.2332

3 0.6595 0.8688 0.4931 0.3100 0.0996 0.0367 0.0048 0.0030 0.0019 0.0028 0.0848 0.2947 0.23454 0.6545 0.8665 0.4912 0.3091 0.0990 0.0366 0.0048 0.0030 0.0019 0.0028 0.0844 0.2936 0.2335

Baseline 0.0923 0.0954 0.0879 0.0697 0.0340 0.0206 0.0039 0.0026 0.0023 0.0038 0.0568 0.0726 0.04481 0.0922 0.0944 0.0877 0.0696 0.0335 0.0203 0.0039 0.0026 0.0023 0.0038 0.0564 0.0718 0.0445

2 0.0959 0.0981 0.0914 0.0732 0.0372 0.0239 0.0075 0.0063 0.0060 0.0074 0.0600 0.0754 0.0482

3 0.0923 0.0948 0.0879 0.0697 0.0339 0.0205 0.0039 0.0026 0.0023 0.0038 0.0564 0.0722 0.0447

4 0.0958 0.0981 0.0913 0.0732 0.0371 0.0239 0.0072 0.0045 0.0039 0.0072 0.0600 0.0754 0.0478

Baseline 0.7540 0.9647 0.5814 0.3800 0.1336 0.0576 0.0087 0.0056 0.0042 0.0068 0.1427 0.3684 0.2799

1 0.7450 0.9593 0.5783 0.3785 0.1325 0.0568 0.0086 0.0056 0.0042 0.0066 0.1408 0.3653 0.2777

2 0.7486 0.9630 0.5820 0.3822 0.1362 0.0605 0.0123 0.0093 0.0078 0.0103 0.1445 0.3690 0.2814

3 0.7518 0.9636 0.5810 0.3796 0.1335 0.0572 0.0086 0.0056 0.0042 0.0066 0.1412 0.3670 0.2793

4 0.7502 0.9646 0.5825 0.3822 0.1362 0.0604 0.0120 0.0075 0.0057 0.0100 0.1444 0.3691 0.2813(total) Qa

Baseline 126.2434 70.8568 101.5896 41.4770 83.2033 55.6400 44.5065 13.6595 42.0472 149.4283 131.2470 123.1689 983.06771 125.8533 70.6326 101.2628 41.3428 82.9365 55.4650 44.3648 13.6053 41.9147 148.9506 130.8244 122.7737 979.9264

2 125.8533 70.6326 101.2628 41.3428 82.9365 55.4650 44.3648 13.6053 41.9147 148.9506 130.8244 122.7737 979.9264

3 126.2434 70.8568 101.5896 41.4770 82.9365 55.4650 44.3648 13.6053 41.9147 148.9664 131.2129 123.1689 981.8013

4 125.9791 70.7201 101.3062 41.3428 82.9365 55.4650 44.3648 13.6053 41.9147 148.9506 130.8377 122.8729 980.2958

Baseline 40.6850 48.2788 30.3402 18.4614 6.1249 2.2042 0.2926 0.1859 0.1109 0.1892 5.1095 18.1913 170.1739

1 40.1365 48.0329 30.1626 18.3830 6.0882 2.1758 0.2926 0.1859 0.1109 0.1734 5.0245 18.0487 168.8150

2 40.1365 48.0329 30.1626 18.3830 6.0882 2.1758 0.2926 0.1859 0.1109 0.1734 5.0245 18.0487 168.8150

3 40.5483 48.2497 30.3193 18.4447 6.1224 2.1859 0.2926 0.1859 0.1109 0.1751 5.0453 18.1212 169.8012

4 40.2399 48.1213 30.2009 18.3913 6.0890 2.1758 0.2926 0.1859 0.1109 0.1734 5.0245 18.0554 169.0610

Baseline 5.6764 5.2954 5.4071 4.1475 2.0891 1.2246 0.2393 0.1601 0.1376 0.2318 3.3805 4.4609 32.4502

1 5.6689 5.2445 5.3946 4.1399 2.0616 1.2063 0.2368 0.1601 0.1376 0.2318 3.3538 4.4134 32.24922 5.8944 5.4482 5.6201 4.3582 2.2871 1.4245 0.4623 0.3856 0.3558 0.4573 3.5720 4.6389 34.9044

3 5.6764 5.2662 5.4071 4.1450 2.0858 1.2205 0.2376 0.1601 0.1376 0.2318 3.3571 4.4417 32.3668

4 5.8892 5.4469 5.6150 4.3534 2.2828 1.4206 0.4450 0.2740 0.2308 0.4420 3.5672 4.6362 34.6030

B li 46 3614 53 5742 35 7473 22 6088 8 2140 3 4288 0 5319 0 3460 0 2484 0 4210 8 4900 22 6522 202 6240

Runoff + Recharge

RATE (cfs)

VOLUME (afy)

Runoff + Recharge

Recharge

Runoff

Recharge

Runoff

Precipitation

Precipitation


47/102

June 2007 Table 4


013-1500-010.105

TOTAL


Right

Scenario

(average) Qi

Baseline 16.5811 9.0852 11.8945 5.0190 9.8144 6.7513 5.3335 1.4594 5.1948 17.6850 15.6354 13.9734 9.8942

1 16.5334 9.0592 11.8603 5.0045 9.7861 6.7318 5.3181 1.4554 5.1797 17.6342 15.5904 13.9332 9.8657

2 16.5334 9.0592 11.8603 5.0045 9.7861 6.7318 5.3181 1.4554 5.1797 17.6342 15.5904 13.9332 9.8657

3 16.5811 9.0852 11.8945 5.0190 9.7861 6.7318 5.3181 1.4554 5.1797 17.6371 15.6333 13.9734 9.8831

4 16.5552 9.0697 11.8646 5.0045 9.7861 6.7318 5.3181 1.4554 5.1797 17.6342 15.5939 13.9436 9.8699

Baseline 4.1619 4.2908 2.8742 1.5931 0.7855 0.5499 0.3952 0.1880 0.1622 0.3308 0.7766 1.6226 1.4622

1 4.1246 4.2587 2.8572 1.5836 0.7799 0.5458 0.3928 0.1867 0.1611 0.3293 0.7708 1.6087 1.4513

2 4.1246 4.2587 2.8572 1.5836 0.7799 0.5458 0.3928 0.1867 0.1611 0.3293 0.7708 1.6087 1.4513

3 4.1535 4.2859 2.8719 1.5917 0.7843 0.5482 0.3939 0.1874 0.1617 0.3296 0.7732 1.6169 1.45954 4.1341 4.2695 2.8613 1.5856 0.7807 0.5463 0.3930 0.1869 0.1613 0.3294 0.7710 1.6099 1.4538

Baseline 1.9886 2.0154 1.9062 1.4848 1.0394 0.7108 0.3365 0.2130 0.1784 0.1320 0.3192 1.0054 0.9383

1 1.9816 2.0080 1.9019 1.4788 1.0339 0.7054 0.3348 0.2122 0.1778 0.1320 0.3170 0.9888 0.9335

2 2.0058 2.0322 1.9261 1.5030 1.0581 0.7296 0.3590 0.2364 0.2020 0.1562 0.3412 1.0130 0.9577

3 1.9846 2.0131 1.9052 1.4834 1.0380 0.7099 0.3362 0.2124 0.1779 0.1320 0.3175 0.9977 0.9365

4 2.0047 2.0320 1.9248 1.5022 1.0572 0.7292 0.3574 0.2248 0.1894 0.1535 0.3395 1.0125 0.9548

Baseline 6.1504 6.3062 4.7804 3.0778 1.8249 1.2607 0.7318 0.4010 0.3406 0.4628 1.0958 2.6280 2.4005

1 6.1061 6.2666 4.7591 3.0623 1.8137 1.2512 0.7276 0.3989 0.3388 0.4613 1.0878 2.5976 2.3848

2 6.1304 6.2909 4.7833 3.0865 1.8380 1.2754 0.7519 0.4231 0.3631 0.4856 1.1120 2.6218 2.4091

3 6.1381 6.2990 4.7771 3.0750 1.8224 1.2581 0.7301 0.3997 0.3397 0.4617 1.0907 2.6146 2.3960

4 6.1388 6.3015 4.7861 3.0877 1.8379 1.2755 0.7504 0.4117 0.3507 0.4829 1.1105 2.6225 2.4085

(total) Qa

Baseline 1019.5085 504.5568 731.3445 298.6457 603.4521 401.7184 327.9388 89.7333 309.1064 1087.3817 930.3479 859.1735 7162.9076

1 1016.5782 503.1088 729.2445 297.7820 601.7106 400.5621 326.9876 89.4899 308.2094 1084.2580 927.6702 856.6992 7142.30042 1016.5782 503.1088 729.2445 297.7820 601.7106 400.5621 326.9876 89.4899 308.2094 1084.2580 927.6702 856.6992 7142.3004

3 1019.5085 504.5568 731.3445 298.6457 601.7106 400.5621 326.9876 89.4899 308.2094 1084.4389 930.2221 859.1735 7154.8495

4 1017.9163 503.6965 729.5087 297.7820 601.7106 400.5621 326.9876 89.4899 308.2094 1084.2580 927.8803 857.3370 7145.3383

Basel ine 255.8973 238.2955 176.7239 94.7928 48.2955 32.7203 24.3003 11.5595 9.6513 20.3396 46.2097 99.7689 1058.5546

1 253.6048 236.5106 175.6810 94.2268 47.9504 32.4760 24.1519 11.4770 9.5854 20.2487 45.8637 98.9153 1050.6915

2 253.6048 236.5106 175.6810 94.2268 47.9504 32.4760 24.1519 11.4770 9.5854 20.2487 45.8637 98.9153 1050.6915

3 255.3855 238.0229 176.5822 94.7078 48.2238 32.6219 24.2178 11.5195 9.6221 20.2679 46.0088 99.4188 1056.5989

4 254.1908 237.1117 175.9278 94.3451 48.0029 32.5085 24.1669 11.4895 9.5954 20.2546 45.8762 98.9886 1052.4581

Basel ine 122.2702 111.9278 117.2057 88.3470 63.9116 42.2932 20.6931 13.0951 10.6141 8.1173 18.9924 61.8174 679.2850

1 121.8384 111.5135 116.9390 87.9902 63.5690 41.9747 20.5872 13.0476 10.5766 8.1173 18.8624 60.7987 675.8145

2 123.3277 112.8587 118.4283 89.4315 65.0583 43.4160 22.0766 14.5369 12.0179 9.6067 20.3037 62.2881 693.3504

3 122.0251 111.7994 117.1457 88.2653 63.8257 42.2390 20.6739 13.0576 10.5883 8.1173 18.8924 61.3431 677.97284 123.2583 112.8502 118.3489 89.3832 65.0006 43.3886 21.9741 13.8236 11.2706 9.4377 20.2029 62.2562 691.1949

Baseline 378.1675 350.2233 293.9297 183.1398 112.2071 75.0134 44.9934 24.6546 20.2654 28.4569 65.2021 161.5864 1737.8396

1 375.4431 348.0241 292.6200 182.2169 111.5193 74.4507 44.7391 24.5246 20.1620 28.3661 64.7261 159.7140 1726.5060

Precipitation

Precipitation

0.25

0

Runoff + Recharge

RATE (cfs)

VOLUME (afy)

Runoff + Recharge

Recharge

Runoff

Recharge

Runoff


48/102

June 2007 Table 5


013-1500-010.105

TOTAL


Right

Scenario

(average) Qi

Baseline 3.0978 1.7890 2.2820 0.9577 1.8179 1.2606 0.9491 0.2989 0.9306 3.3009 2.9718 2.7882 1.8748

1 3.0722 1.7743 2.2633 0.9498 1.8029 1.2502 0.9413 0.2965 0.9230 3.2736 2.9472 2.7653 1.8593

2 3.0722 1.7743 2.2633 0.9498 1.8029 1.2502 0.9413 0.2965 0.9230 3.2736 2.9472 2.7653 1.8593

3 3.0978 1.7890 2.2820 0.9577 1.8029 1.2502 0.9413 0.2965 0.9230 3.2748 2.9712 2.7882 1.8689

4 3.0840 1.7804 2.2661 0.9498 1.8029 1.2502 0.9413 0.2965 0.9230 3.2736 2.9500 2.7718 1.8618

Baseline 0.9794 0.9266 0.6527 0.2526 0.0678 0.0160 0.0015 0.0000 0.0000 0.0000 0.0943 0.3841 0.2780

1 0.9632 0.9010 0.6397 0.2466 0.0660 0.0156 0.0015 0.0000 0.0000 0.0000 0.0924 0.3755 0.2720

2 0.9632 0.9010 0.6397 0.2466 0.0660 0.0156 0.0015 0.0000 0.0000 0.0000 0.0924 0.3755 0.2720

3 0.9763 0.9229 0.6509 0.2519 0.0677 0.0159 0.0015 0.0000 0.0000 0.0000 0.0933 0.3815 0.27704 0.9682 0.9100 0.6428 0.2480 0.0663 0.0157 0.0015 0.0000 0.0000 0.0000 0.0924 0.3769 0.2737

Baseline 0.5344 0.5244 0.5821 0.4232 0.2042 0.1062 0.0286 0.0000 0.0000 0.0000 0.0750 0.3047 0.2304

1 0.5299 0.5237 0.5705 0.4176 0.2017 0.1032 0.0284 0.0000 0.0000 0.0000 0.0686 0.2967 0.2268

2 0.5431 0.5369 0.5837 0.4308 0.2148 0.1164 0.0415 0.0132 0.0132 0.0132 0.0818 0.3098 0.2400

3 0.5315 0.5241 0.5773 0.4224 0.2040 0.1060 0.0286 0.0000 0.0000 0.0000 0.0711 0.2985 0.2288

4 0.5421 0.5357 0.5834 0.4306 0.2142 0.1158 0.0404 0.0068 0.0065 0.0114 0.0808 0.3088 0.2382

Baseline 1.5137 1.4510 1.2348 0.6758 0.2721 0.1222 0.0301 0.0000 0.0000 0.0000 0.1693 0.6888 0.5084

1 1.4932 1.4247 1.2102 0.6643 0.2676 0.1188 0.0299 0.0000 0.0000 0.0000 0.1610 0.6722 0.4988

2 1.5063 1.4378 1.2234 0.6774 0.2808 0.1320 0.0430 0.0132 0.0132 0.0132 0.1741 0.6854 0.5120

3 1.5078 1.4470 1.2282 0.6743 0.2717 0.1219 0.0301 0.0000 0.0000 0.0000 0.1643 0.6801 0.5057

4 1.5103 1.4457 1.2262 0.6787 0.2805 0.1315 0.0419 0.0068 0.0065 0.0114 0.1732 0.6857 0.5118

(total) Qa

Baseline 190.4701 99.3546 140.3089 56.9864 111.7761 75.0093 58.3569 18.3805 55.3716 202.9592 176.8306 171.4360 1357.2403

1 188.8979 98.5401 139.1601 56.5154 110.8549 74.3890 57.8784 18.2321 54.9206 201.2785 175.3667 170.0272 1346.06092 188.8979 98.5401 139.1601 56.5154 110.8549 74.3890 57.8784 18.2321 54.9206 201.2785 175.3667 170.0272 1346.0609

3 190.4701 99.3546 140.3089 56.9864 110.8549 74.3890 57.8784 18.2321 54.9206 201.3527 176.7931 171.4360 1352.9770

4 189.6256 98.8769 139.3335 56.5154 110.8549 74.3890 57.8784 18.2321 54.9206 201.2785 175.5310 170.4298 1347.8658

Baseline 60.2168 51.4592 40.1340 15.0284 4.1691 0.9504 0.0942 0.0000 0.0000 0.0000 5.6130 23.6192 201.2844

1 59.2248 50.0362 39.3328 14.6757 4.0557 0.9270 0.0942 0.0000 0.0000 0.0000 5.4963 23.0907 196.9335

2 59.2248 50.0362 39.3328 14.6757 4.0557 0.9270 0.0942 0.0000 0.0000 0.0000 5.4963 23.0907 196.9335

3 60.0318 51.2558 40.0206 14.9917 4.1608 0.9470 0.0942 0.0000 0.0000 0.0000 5.5488 23.4575 200.5082

4 59.5282 50.5355 39.5254 14.7591 4.0783 0.9329 0.0942 0.0000 0.0000 0.0000 5.4996 23.1724 198.1256

Baseline 32.8570 29.1230 35.7881 25.1823 12.5582 6.3183 1.7565 0.0000 0.0000 0.0000 4.4626 18.7323 166.7784

1 32.5835 29.0838 35.0779 24.8497 1 2.3990 6.1432 1.7432 0.0000 0.0000 0.0000 4.0816 18.2404 164.2024

2 33.3928 29.8148 35.8871 25.6328 1 3.2083 6.9264 2.5524 0.8093 0.7832 0.8093 4.8647 19.0497 173.7308

3 32.6794 29.1055 35.4988 25.1331 1 2.5432 6.3083 1.7557 0.0000 0.0000 0.0000 4.2283 18.3563 165.60884 33.3321 29.7510 35.8706 25.6241 1 3.1676 6.8893 2.4851 0.4212 0.3858 0.7029 4.8052 18.9873 172.4221

Baseline 93.0738 80.5823 75.9221 40.2107 16.7274 7.2687 1.8507 0.0000 0.0000 0.0000 10.0756 42.3515 368.0627

1 91.8083 79.1200 74.4107 39.5254 1 6.4548 7.0703 1.8374 0.0000 0.0000 0.0000 9.5779 41.3311 361.1359

Runoff + Recharge

RATE (cfs)

VOLUME (afy)

Runoff + Recharge

Recharge

Runoff

Recharge

Runoff

Precipitation

Precipitation


49/102

June 2007 Table 6


013-1500-010.105

TOTAL


Right

Scenario

(average) Qi

Baseline 8.2368 4.7482 6.0865 2.5560 4.8853 3.3820 2.5711 0.7910 2.5178 8.8515 7.9530 7.3903 5.0093

1 8.1968 4.7252 6.0568 2.5435 4.8617 3.3658 2.5588 0.7871 2.5056 8.8087 7.9144 7.3544 4.9850

2 8.1968 4.7252 6.0568 2.5435 4.8617 3.3658 2.5588 0.7871 2.5056 8.8087 7.9144 7.3544 4.9850

3 8.2368 4.7482 6.0865 2.5560 4.8617 3.3658 2.5588 0.7871 2.5056 8.8104 7.9520 7.3903 5.0000

4 8.2151 4.7345 6.0611 2.5435 4.8617 3.3658 2.5588 0.7871 2.5056 8.8087 7.9187 7.3646 4.9889

Baseline 2.1651 2.0664 1.5586 0.4647 -0.0195 -0.2094 -0.2529 -0.2855 -0.1433 0.1427 0.3109 0.8707 0.5482

1 2.1363 2.0382 1.5410 0.4550 -0.0224 -0.2103 -0.2534 -0.2857 -0.1439 0.1408 0.3053 0.8509 0.5386

2 2.1363 2.0382 1.5410 0.4550 -0.0224 -0.2103 -0.2534 -0.2857 -0.1439 0.1408 0.3053 0.8509 0.5386

3 2.1591 2.0621 1.5569 0.4641 -0.0206 -0.2101 -0.2534 -0.2857 -0.1439 0.1409 0.3083 0.8645 0.54604 2.1451 2.0483 1.5455 0.4576 -0.0222 -0.2102 -0.2534 -0.2857 -0.1439 0.1408 0.3056 0.8540 0.5410

Baseline 1.4304 1.3799 1.5175 1.0464 0.3868 0.1232 0.0118 0.0026 0.0012 0.0013 0.1101 0.6901 0.5543

1 1.4197 1.3655 1.5063 1.0392 0.3823 0.1217 0.0117 0.0026 0.0012 0.0013 0.1054 0.6710 0.5482

2 1.4403 1.3861 1.5269 1.0599 0.4029 0.1423 0.0324 0.0232 0.0218 0.0219 0.1260 0.6916 0.5688

3 1.4249 1.3740 1.5144 1.0459 0.3861 0.1228 0.0118 0.0026 0.0012 0.0013 0.1070 0.6816 0.5520

4 1.4396 1.3862 1.5262 1.0596 0.4026 0.1407 0.0306 0.0133 0.0113 0.0192 0.1244 0.6915 0.5663

Baseline 3.5954 3.4463 3.0761 1.5112 0.3672 -0.0862 -0.2411 -0.2830 -0.1421 0.1439 0.4210 1.5608 1.1025

1 3.5560 3.4037 3.0472 1.4943 0.3598 -0.0886 -0.2417 -0.2831 -0.1427 0.1421 0.4107 1.5218 1.0868

2 3.5766 3.4243 3.0678 1.5149 0.3805 -0.0679 -0.2211 -0.2625 -0.1220 0.1627 0.4313 1.5425 1.1074

3 3.5840 3.4361 3.0713 1.5100 0.3655 -0.0873 -0.2417 -0.2831 -0.1427 0.1422 0.4152 1.5461 1.0980

4 3.5847 3.4344 3.0716 1.5172 0.3804 -0.0695 -0.2229 -0.2724 -0.1326 0.1601 0.4300 1.5455 1.1073

(total) Qa

Baseline 506.4501 263.6954 374.2343 152.0918 300.3763 201.2410 158.0892 48.6331 149.8151 544.2431 473.2254 454.4014 3626.4964

1 503.9916 262.4182 372.4094 151.3424 298.9249 200.2756 157.3330 48.3930 149.0923 541.6130 470.9262 452.1947 3608.91452 503.9916 262.4182 372.4094 151.3424 298.9249 200.2756 157.3330 48.3930 149.0923 541.6130 470.9262 452.1947 3608.9145

3 506.4501 263.6954 374.2343 152.0918 298.9249 200.2756 157.3330 48.3930 149.0923 541.7197 473.1638 454.4014 3619.7754

4 505.1179 262.9326 372.6762 151.3424 298.9249 200.2756 157.3330 48.3930 149.0923 541.6130 471.1846 452.8217 3611.7073

Basel ine 133.1236 114.7573 95.8316 27.6533 -1.2005 -12.4590 -15.5494 -17.5560 -8.5250 8.7718 18.4980 53.5342 396.8798

1 131.3529 113.1942 94.7478 27.0764 -1.3789 -12.5107 -15.5819 -17.5677 -8.5600 8.6600 18.1671 52.3162 389.9154

2 131.3529 113.1942 94.7478 27.0764 -1.3789 -12.5107 -15.5819 -17.5677 -8.5600 8.6600 18.1671 52.3162 389.9154

3 132.7576 114.5188 95.7307 27.6174 -1.2688 -12.5015 -15.5819 -17.5677 -8.5600 8.6650 18.3438 53.1541 395.3075

4 131.8931 113.7527 95.0246 27.2265 -1.3647 -12.5090 -15.5819 -17.5677 -8.5600 8.6600 18.1846 52.5097 391.6678

Baseline 87.9468 76.6349 93.3047 62.2651 23.7809 7.3279 0.7228 0.1584 0.0709 0.0775 6.5526 42.4324 401.2749

1 87.2916 75.8346 92.6136 61.8366 2 3.5033 7.2412 0.7219 0.1584 0.0709 0.0775 6.2691 41.2561 396.8748

2 88.5599 76.9802 93.8820 63.0641 2 4.7717 8.4686 1.9903 1.4268 1.2983 1.3459 7.4966 42.5245 411.8091

3 87.6100 76.3073 93.1130 62.2318 2 3.7426 7.3095 0.7228 0.1584 0.0709 0.0775 6.3641 41.9097 399.61764 88.5152 76.9812 93.8381 63.0487 2 4.7545 8.3716 1.8789 0.8173 0.6694 1.1811 7.4004 42.5147 409.9711

Basel ine 221.0704 191.3922 189.1363 89.9184 22.5805 -5.1312 -14.8266 -17.3976 -8.4541 8.8493 25.0506 95.9666 798.1547

1 218.6445 189.0287 187.3614 88.9130 22.1245 -5.2696 -14.8600 -17.4093 -8.4891 8.7376 24.4362 93.5723 786.7903

Precipitation

Precipitation

Runoff + Recharge

RATE (cfs)

VOLUME (afy)

Runoff + Recharge

Recharge

Runoff

Recharge

Runoff


50/102

June 2007 Table 7

Modeled Precipitation, Runoff, and Recharge for San Juan #6

013-1500-010.105

TOTAL


Right

Scenario

(average) Qi

Baseline 1.9076 1.0913 1.4117 0.5942 1.1478 0.7926 0.6129 0.1811 0.5990 2.0731 1.8546 1.6936 1.1661

1 1.8989 1.0862 1.4052 0.5915 1.1426 0.7890 0.6100 0.1804 0.5963 2.0636 1.8461 1.6858 1.1608

2 1.8989 1.0862 1.4052 0.5915 1.1426 0.7890 0.6100 0.1804 0.5963 2.0636 1.8461 1.6858 1.1608

3 1.9076 1.0913 1.4117 0.5942 1.1426 0.7890 0.6100 0.1804 0.5963 2.0642 1.8544 1.6936 1.1641

4 1.9030 1.0883 1.4061 0.5915 1.1426 0.7890 0.6100 0.1804 0.5963 2.0636 1.8472 1.6887 1.1617

Baseline 0.8502 0.6719 0.4517 0.1364 0.0221 0.0117 0.0109 0.0051 0.0022 0.0147 0.1674 0.4180 0.2282

1 0.8408 0.6651 0.4484 0.1342 0.0214 0.0111 0.0105 0.0048 0.0020 0.0138 0.1627 0.4128 0.2253

2 0.8408 0.6651 0.4484 0.1342 0.0214 0.0111 0.0105 0.0048 0.0020 0.0138 0.1627 0.4128 0.2253

3 0.8487 0.6713 0.4514 0.1363 0.0220 0.0113 0.0105 0.0048 0.0020 0.0138 0.1649 0.4164 0.22754 0.8440 0.6678 0.4491 0.1347 0.0214 0.0111 0.0105 0.0048 0.0020 0.0138 0.1630 0.4138 0.2260

Baseline 0.3219 0.3073 0.3175 0.2009 0.0519 0.0191 0.0067 0.0021 0.0006 0.0028 0.0426 0.1831 0.12051 0.3205 0.3059 0.3171 0.1999 0.0517 0.0185 0.0067 0.0021 0.0006 0.0028 0.0420 0.1822 0.1199

2 0.3250 0.3104 0.3216 0.2044 0.0562 0.0231 0.0112 0.0066 0.0052 0.0073 0.0465 0.1867 0.1244

3 0.3216 0.3065 0.3175 0.2008 0.0519 0.0190 0.0067 0.0021 0.0006 0.0028 0.0421 0.1826 0.1203

4 0.3249 0.3100 0.3211 0.2040 0.0557 0.0227 0.0107 0.0047 0.0029 0.0066 0.0460 0.1864 0.1237

Baseline 1.1720 0.9793 0.7693 0.3373 0.0740 0.0308 0.0176 0.0072 0.0029 0.0176 0.2100 0.6011 0.3487

1 1.1613 0.9710 0.7654 0.3341 0.0731 0.0297 0.0172 0.0069 0.0027 0.0166 0.2046 0.5950 0.3452

2 1.1658 0.9755 0.7699 0.3386 0.0776 0.0342 0.0217 0.0114 0.0072 0.0211 0.2092 0.5995 0.3498

3 1.1703 0.9778 0.7689 0.3371 0.0739 0.0303 0.0172 0.0069 0.0027 0.0166 0.2070 0.5989 0.3477

4 1.1689 0.9779 0.7702 0.3387 0.0772 0.0338 0.0212 0.0095 0.0049 0.0204 0.2090 0.6001 0.3498(total) Qa

Baseline 117.2908 60.6061 86.7989 35.3580 70.5734 47.1609 37.6847 11.1360 35.6397 127.4647 110.3522 104.1331 844.19851 116.7547 60.3244 86.4004 35.1962 70.2516 46.9483 37.5096 11.0943 35.4788 126.8812 109.8470 103.6554 840.3420

2 116.7547 60.3244 86.4004 35.1962 70.2516 46.9483 37.5096 11.0943 35.4788 126.8812 109.8470 103.6554 840.3420

3 117.2908 60.6061 86.7989 35.3580 70.2516 46.9483 37.5096 11.0943 35.4788 126.9220 110.3422 104.1331 842.7338

4 117.0073 60.4402 86.4571 35.1962 70.2516 46.9483 37.5096 11.0943 35.4788 126.8812 109.9162 103.8313 841.0123

Baseline 52.2746 37.3171 27.7742 8.1182 1.3572 0 .6953 0 .6719 0 .3126 0 .1334 0.9062 9.9631 25.7000 165.2236

1 51.6952 36.9352 27.5683 7.9856 1.3163 0 .6628 0 .6436 0 .2959 0 .1217 0.8495 9.6788 25.3816 163.1345

2 51.6952 36.9352 27.5683 7.9856 1.3163 0 .6628 0 .6436 0 .2959 0 .1217 0.8495 9.6788 25.3816 163.1345

3 52.1804 37.2812 27.7575 8.1090 1.3497 0 .6728 0 .6469 0 .2976 0 .1217 0.8495 9.8097 25.6000 164.6759

4 51.8927 37.0895 27.6133 8.0123 1.3188 0 .6628 0 .6436 0 .2959 0 .1217 0.8495 9.6963 25.4399 163.6363

Baseline 19.7894 17.0675 19.5243 11.9513 3.1937 1 .1371 0 .4118 0 .1275 0 .0383 0.1751 2.5352 11.2586 87.2099

1 19.7060 16.9883 19.4943 11.8930 3.1771 1 .1021 0 .4118 0 .1275 0 .0383 0.1692 2.4976 11.2035 86.80892 19.9847 17.2400 19.7730 12.1627 3.4558 1 .3718 0 .6905 0 .4062 0 .3081 0.4479 2.7673 11.4822 90.0903

3 19.7744 17.0191 19.5201 11.9480 3.1912 1 .1288 0 .4118 0 .1275 0 .0383 0.1692 2.5051 11.2269 87.0606

4 19.9764 17.2163 19.7438 12.1389 3.4275 1 .3480 0 .6597 0 .2864 0 .1701 0.4057 2.7377 11.4589 89.5696

B li 72 0639 54 3845 47 2985 20 0695 4 5509 1 8324 1 0838 0 4402 0 1717 1 0813 12 4982 36 9586 252 4335

Precipitation

Precipitation

Runoff + Recharge

RATE (cfs)

VOLUME (afy)

Runoff + Recharge

Recharge

Runoff

Recharge

Runoff


51/102

June 2007 Table 8


013-1500-010.105

TOTAL


Right

Scenario

(average) Qi

Baseline 54.4642 31.8551 40.7357 17.1196 32.6105 22.6002 17.0990 5.3521 16.7458 59 .0947 53.2824 49.7095 33.4669

1 54.2586 31.7350 40.5821 17.0552 32.4875 22.5149 17.0350 5.3313 16.6847 58.8718 53.0816 49.5219 33.3409

2 54.2586 31.7350 40.5821 17.0552 32.4875 22.5149 17.0350 5.3313 16.6847 58.8718 53.0816 49.5219 33.3409

3 54.4642 31.8551 40.7357 17.1196 32.4875 22.5149 17.0350 5.3313 16.6847 58.8943 53.2824 49.7095 33.4202

4 54.3607 31.7873 40.6086 17.0552 32.4875 22.5150 17.0402 5.3313 16.6847 58.8738 53.1313 49.6053 33.3676

Baseline 31.1147 25.9876 18.1772 7.4003 2.1569 0.3330 -0.5179 -0.9028 -0.3964 1.2537 8.2846 17.6200 9.1295

1 30.8313 25.8528 18.0755 7.3589 2.1364 0.3182 -0.5244 -0.9056 -0.3992 1.2363 8.1848 17.4438 9.0544

2 30.8313 25.8528 18.0755 7.3589 2.1364 0.3182 -0.5244 -0.9056 -0.3992 1.2363 8.1848 17.4438 9.0544

3 31.0648 25.9755 18.1714 7.3966 2.1524 0.3243 -0.5228 -0.9047 -0.3984 1.2374 8.2287 17.5694 9.11144 30.9375 25.9148 18.1038 7.3664 2.1386 0.3188 -0.5242 -0.9056 -0.3991 1.2364 8.1929 17.4880 9.0759

Baseline 4.7076 4.6191 4.8719 3.5399 2.2841 1.4742 0.3988 0.0896 0.0890 0.2681 2.1997 3.8999 2.3576

1 4.7037 4.6111 4.8685 3.5355 2.2774 1.4631 0.3971 0.0896 0.0889 0.2671 2.1817 3.8899 2.35202 4.8110 4.7183 4.9758 3.6427 2.3847 1.5704 0.5043 0.1968 0.1962 0.3744 2.2890 3.9972 2.4593

3 4.7053 4.6170 4.8712 3.5395 2.2831 1.4717 0.3974 0.0896 0.0890 0.2672 2.1867 3.8953 2.3552

4 4.7943 4.7031 4.9588 3.6260 2.3691 1.5554 0.4871 0.1580 0.1384 0.3530 2.2721 3.9808 2.4372

Baseline 35.8224 30.6067 23.0490 10.9402 4.4410 1.8072 -0.1191 -0.8132 -0.3074 1.5218 10.4844 21.5200 11.4871

1 35.5350 30.4639 22.9440 10.8944 4.4138 1.7813 -0.1273 -0.8161 -0.3102 1.5034 10.3665 21.3337 11.4064

2 35.6423 30.5711 23.0513 11.0017 4.5211 1.8886 -0.0200 -0.7088 -0.2030 1.6107 10.4738 21.4410 11.5137

3 35.7701 30.5925 23.0426 10.9362 4.4355 1.7959 -0.1254 -0.8152 -0.3094 1.5046 10.4154 21.4647 11.4666

4 35.7318 30.6179 23.0626 10.9924 4.5077 1.8742 -0.0371 -0.7476 -0.2607 1.5894 10.4650 21.4688 11.5131

(total) Qa

Baseline 3348.7947 1769.1043 2504.6854 1018.6616 2005.0947 1344.7763 1051.3501 329.0784 996.4229 3633.5074 3170.4510 3056.4473 24228.3741

1 3336.1573 1762.4350 2495.2401 1014.8342 1997.5300 1339.7018 1047.4169 327.8004 992.7873 3619.8013 3158.5005 3044.9145 24137.1193

2 3336.1573 1762.4350 2495.2401 1014.8342 1997.5300 1339.7018 1047.4169 327.8004 992.7873 3619.8013 3158.5005 3044.9145 24137.11933 3348.7947 1769.1043 2504.6854 1018.6615 1997.5300 1339.7018 1047.4169 327.8004 992.7873 3621.1852 3170.4510 3056.4473 24194.5659

4 3342.4298 1765.3353 2496.8657 1014.8342 1997.5300 1339.7043 1047.7354 327.8004 992.7873 3619.9280 3161.4583 3050.0415 24156.4502

Baseline 1913.1255 1443.2463 1117.6452 440.3393 132.6201 19.8144 -31.8424 -55.5083 -23.5850 77.0842 492.9590 1083.3885 6609.2866

1 1895.6962 1435.7584 1111.3944 437.8767 131.3571 18.9366 -32.2417 -55.6834 -23.7509 76.0163 487.0175 1072.5517 6554.9288

2 1895.6962 1435.7584 1111.3944 437.8767 131.3571 18.9366 -32.2417 -55.6834 -23.7509 76.0163 487.0175 1072.5517 6554.9288

3 1910.0568 1442.5728 1117.2884 440.1192 132.3416 19.2950 -32.1434 -55.6292 -23.7034 76.0838 489.6302 1080.2739 6596.1857

4 1902.2262 1439.2014 1113.1334 438.3193 131.4971 18.9682 -32.2309 -55.6817 -23.7468 76.0213 487.5027 1075.2686 6570.4790

Baseline 289.4546 256.5234 299.5519 210.6338 140.4415 87.7167 24.5221 5.5071 5.2946 16.4831 130.8894 239.7919 1706.8100

1 289.2153 256.0799 299.3459 210.3696 140.0305 87.0581 24.4145 5.5071 5.2912 16.4247 129.8173 239.1750 1702.7292

2 295.8113 262.0376 305.9420 216.7528 146.6265 93.4414 31.0105 12.1032 11.6745 23.0208 136.2005 245.7710 1780.3920

3 289.3112 256.4084 299.5135 210.6130 140.3798 87.5675 24.4320 5.5071 5.2929 16.4297 130.1174 239.5084 1705.0810

4 294.7861 261.1920 304.8984 215.7582 145.6654 92.5518 29.9511 9.7138 8.2354 21.7065 135.1959 244.7633 1764.4180

Baseline 2202.5801 1699.7697 1417.1970 650.9731 273.0615 107.5311 -7.3204 -50.0012 -18.2905 93.5673 623.8484 1323.1804 8316.0966

1 2184.9115 1691.8383 1410.7403 648.2462 271.3875 105.9947 -7.8272 -50.1762 -18.4597 92.4411 616.8348 1311.7267 8257.6580

2 2191.5075 1697.7960 1417.3364 654.6295 277.9836 112.3779 -1.2312 -43.5802 -12.0765 99.0371 623.2180 1318.3227 8335.3208

3 2199 3680 1698 9811 1416 8019 650 7322 272 7214 106 8625 7 7113 50 1221 18 4105 92 5136 619 7476 1319 7824 8301 2667

4.96

1056.5

Runoff + Recharge

RATE (cfs)

VOLUME (afy)

Runoff + Recharge

Recharge

Runoff

Recharge

Runoff

Precipitation

Precipitation

T bl 9


52/102

June 2007 Table 9


013-1500-010.105

TOTAL


Right

Scenario

(average) Qi

Baseline 7.9295 4.6484 5.9620 2.5065 4.7944 3.3200 2.5254 0.7842 2.4706 8.6758 7.8189 7.2531 4.9022

1 7.8957 4.6288 5.9368 2.4960 4.7739 3.3058 2.5148 0.7809 2.4607 8.6392 7.7859 7.2223 4.8815

2 7.8957 4.6288 5.9368 2.4960 4.7739 3.3058 2.5148 0.7809 2.4607 8.6392 7.7859 7.2223 4.8815

3 7.9295 4.6484 5.9620 2.5065 4.7739 3.3058 2.5148 0.7809 2.4607 8.6430 7.8189 7.2531 4.8945

4 7.9125 4.6374 5.9412 2.4960 4.7739 3.3058 2.5158 0.7809 2.4607 8.6396 7.7941 7.2358 4.8859

Baseline 4.4302 3.7368 2.4271 1.0458 0.2900 0.1133 0.0334 -0.0187 -0.0033 0.1133 0.9901 2.3954 1.2844

1 4.3849 3.7157 2.4109 1.0405 0.2871 0.1115 0.0325 -0.0187 -0.0034 0.1113 0.9723 2.3665 1.2726

2 4.3849 3.7157 2.4109 1.0405 0.2871 0.1115 0.0325 -0.0187 -0.0034 0.1113 0.9723 2.3665 1.2726

3 4.4227 3.7352 2.4262 1.0452 0.2893 0.1122 0.0326 -0.0187 -0.0034 0.1115 0.9802 2.3873 1.28164 4.4026 3.7260 2.4153 1.0413 0.2874 0.1115 0.0325 -0.0187 -0.0034 0.1113 0.9739 2.3742 1.2761

Baseline 0.6929 0.6860 0.6937 0.4809 0.1874 0.0947 0.0363 0.0135 0.0089 0.0393 0.3708 0.5431 0.3185

1 0.6926 0.6857 0.6932 0.4796 0.1864 0.0938 0.0358 0.0135 0.0089 0.0392 0.3683 0.5413 0.31782 0.7102 0.7033 0.7108 0.4972 0.2041 0.1114 0.0534 0.0311 0.0265 0.0568 0.3859 0.5589 0.3354

3 0.6928 0.6859 0.6936 0.4808 0.1873 0.0944 0.0358 0.0135 0.0089 0.0392 0.3690 0.5421 0.3182

4 0.7074 0.7006 0.7081 0.4945 0.2016 0.1086 0.0506 0.0248 0.0170 0.0533 0.3831 0.5562 0.3317

Baseline 5.1232 4.4228 3.1209 1.5266 0.4774 0.2080 0.0697 -0.0052 0.0056 0.1526 1.3609 2.9385 1.6029

1 5.0776 4.4014 3.1041 1.5201 0.4736 0.2053 0.0683 -0.0052 0.0055 0.1505 1.3406 2.9079 1.5903

2 5.0952 4.4190 3.1217 1.5377 0.4912 0.2229 0.0859 0.0124 0.0231 0.1682 1.3583 2.9255 1.6079

3 5.1154 4.4211 3.1198 1.5260 0.4766 0.2066 0.0684 -0.0052 0.0055 0.1507 1.3492 2.9293 1.5998

4 5.1100 4.4266 3.1234 1.5358 0.4890 0.2201 0.0831 0.0061 0.0137 0.1647 1.3570 2.9304 1.6078

(total) Qa

Baseline 487.5552 258.1549 366.5822 149.1448 294.7867 197.5471 155.2747 48.2155 147.0082 533.4439 465.2465 445.9648 3548.9245

1 485.4777 257.0644 365.0316 148.5188 293.5295 196.7051 154.6262 48.0146 146.4213 531.1906 463.2832 444.0699 3533.9328

2 485.4777 257.0644 365.0316 148.5188 293.5295 196.7051 154.6262 48.0146 146.4213 531.1906 463.2832 444.0699 3533.93283 487.5552 258.1549 366.5822 149.1448 293.5295 196.7051 154.6262 48.0146 146.4213 531.4223 465.2465 445.9648 3543.3673

4 486.5098 257.5446 365.3000 148.5188 293.5295 196.7051 154.6853 48.0146 146.4213 531.2164 463.7726 444.9044 3537.1223

Baseline 272.3979 207.5251 149.2349 62.2259 17.8320 6 .7435 2.0541 -1.1488 -0.1976 6.9669 58.9163 147.2841 929.8344

1 269.6135 206.3522 148.2378 61.9133 17.6544 6 .6334 1.9983 -1.1513 -0.2001 6.8452 57.8567 145.5101 921.2636

2 269.6135 206.3522 148.2378 61.9133 17.6544 6 .6334 1.9983 -1.1513 -0.2001 6.8452 57.8567 145.5101 921.2636

3 271.9327 207.4376 149.1782 62.1934 17.7886 6 .6759 2.0024 -1.1513 -0.2001 6.8535 58.3219 146.7839 927.8169

4 270.6973 206.9257 148.5104 61.9600 17.6711 6 .6351 1.9991 -1.1513 -0.2001 6.8460 57.9484 145.9786 923.8204

Baseline 42.6058 38.0965 42.6550 28.6128 11.5245 5.6355 2.2292 0.8287 0.5294 2.4176 22.0628 33.3939 230.5916

1 42.5874 38.0824 42.6233 28.5378 11.4636 5.5797 2.2017 0.8287 0.5294 2.4109 21.9152 33.2830 230.0431

2 43.6705 39.0606 43.7064 29.5860 12.5467 6.6278 3.2848 1.9118 1.5775 3.4940 22.9634 34.3661 242.7957

3 42.5958 38.0949 42.6475 28.6062 11.5187 5.6189 2.2034 0.8287 0.5294 2.4109 21.9586 33.3297 230.3424

4 43.4972 38.9083 43.5356 29.4256 12.3934 6.4642 3.1106 1.5243 1.0131 3.2781 22.7956 34.1986 240.1447

Baseline 315.0037 245.6217 191.8899 90.8388 29.3565 12.3790 4.2833 -0.3201 0.3318 9.3845 80.9791 180.6780 1160.4260

1 312.2010 244.4345 190.8611 90.4511 29.1180 12.2131 4.2000 -0.3226 0.3293 9.2561 79.7720 178.7931 1151.3066

2 313.2841 245.4128 191.9442 91.4993 30.2011 13.2613 5.2831 0.7605 1.3775 10 .3392 80.8201 179.8762 1164.0592

3 314 5285 245 5325 191 8257 90 7996 29 3073 12 2948 4 2058 0 3226 0 3293 9 2644 80 2805 180 1136 1158 1593

Precipitation

Precipitation

0.1

0

Runoff + Recharge

RATE (cfs)

VOLUME (afy)

Runoff + Recharge

Recharge

Runoff

Recharge

Runoff

J 2007 Table 10 013 1500 010 105


53/102

June 2007 Table 10


013-1500-010.105

TOTAL


Right

Scenario

(average) Qi

Baseline 2.5499 1.5095 1.9270 0.8086 1.5397 1.0678 0.8051 0.2541 0.7901 2.7903 2.5229 2.3604 1.5807

1 2.5403 1.5038 1.9197 0.8056 1.5340 1.0638 0.8021 0.2533 0.7868 2.7797 2.5134 2.3515 1.5748

2 2.5403 1.5038 1.9197 0.8056 1.5340 1.0638 0.8021 0.2533 0.7868 2.7797 2.5134 2.3515 1.5748

3 2.5499 1.5095 1.9270 0.8086 1.5340 1.0638 0.8021 0.2533 0.7868 2.7808 2.5229 2.3604 1.5785

4 2.5451 1.5063 1.9210 0.8056 1.5340 1.0638 0.8024 0.2533 0.7868 2.7798 2.5158 2.3555 1.5760

Baseline 1.6807 1.4381 0.8841 0.3922 0.0913 0.0771 0.0734 0.0308 0.0154 0.1222 0.7364 1.1072 0.5495

1 1.6703 1.4326 0.8804 0.3900 0.0903 0.0764 0.0728 0.0306 0.0152 0.1203 0.7271 1.1006 0.5460

2 1.6703 1.4326 0.8804 0.3900 0.0903 0.0764 0.0728 0.0306 0.0152 0.1203 0.7271 1.1006 0.5460

3 1.6794 1.4378 0.8840 0.3921 0.0909 0.0765 0.0729 0.0306 0.0152 0.1203 0.7321 1.1059 0.54864 1.6745 1.4354 0.8814 0.3904 0.0904 0.0764 0.0728 0.0306 0.0152 0.1203 0.7285 1.1028 0.5470

Baseline 0.0699 0.0762 0.0710 0.0591 0.0280 0.0139 0.0059 0.0041 0.0043 0.0213 0.0707 0.0685 0.0408

1 0.0699 0.0762 0.0710 0.0591 0.0278 0.0137 0.0059 0.0041 0.0043 0.0213 0.0707 0.0685 0.04082 0.0750 0.0813 0.0761 0.0642 0.0329 0.0188 0.0109 0.0092 0.0093 0.0264 0.0758 0.0735 0.0459

3 0.0699 0.0762 0.0710 0.0591 0.0280 0.0138 0.0059 0.0041 0.0043 0.0213 0.0707 0.0685 0.0408

4 0.0742 0.0805 0.0752 0.0634 0.0321 0.0180 0.0101 0.0074 0.0066 0.0253 0.0750 0.0727 0.0448

Baseline 1.7506 1.5143 0.9551 0.4513 0.1193 0.0909 0.0792 0.0350 0.0197 0.1434 0.8071 1.1756 0.5904

1 1.7402 1.5088 0.9514 0.4491 0.1182 0.0901 0.0787 0.0347 0.0194 0.1416 0.7978 1.1691 0.5868

2 1.7452 1.5139 0.9565 0.4542 0.1233 0.0952 0.0837 0.0398 0.0245 0.1466 0.8029 1.1742 0.5919

3 1.7494 1.5140 0.9550 0.4512 0.1189 0.0903 0.0788 0.0348 0.0195 0.1416 0.8028 1.1744 0.5894

4 1.7487 1.5158 0.9567 0.4537 0.1225 0.0943 0.0829 0.0380 0.0218 0.1456 0.8035 1.1755 0.5918

(total) Qa

Baseline 156.7853 83.8319 118.4829 48.1121 94.6728 63.5381 49.5010 15.6253 47.0108 171.5644 150.1219 145.1350 1144.3814

1 156.1934 83.5167 118.0352 47.9329 94.3176 63.2989 49.3209 15.5744 46.8166 170.9150 149.5542 144.5864 1140.0622

2 156.1934 83.5167 118.0352 47.9329 94.3176 63.2989 49.3209 15.5744 46.8166 170.9150 149.5542 144.5864 1140.06223 156.7853 83.8319 118.4829 48.1121 94.3176 63.2989 49.3209 15.5744 46.8166 170.9825 150.1219 145.1350 1142.7800

4 156.4860 83.6551 118.1152 47.9329 94.3176 63.2989 49.3376 15.5744 46.8166 170.9192 149.6984 144.8282 1140.9801

Baseline 103.3386 79.8678 54.3595 23.3383 5.6122 4.5851 4.5109 1.8957 0.9170 7.5113 43.8171 68.0757 397.8294

1 102.6984 79.5610 54.1328 23.2082 5.5547 4.5443 4.4742 1.8807 0.9037 7.3946 43.2652 67.6747 395.2925

2 102.6984 79.5610 54.1328 23.2082 5.5547 4.5443 4.4742 1.8807 0.9037 7.3946 43.2652 67.6747 395.2925

3 103.2628 79.8512 54.3520 23.3324 5.5897 4.5534 4.4851 1.8841 0.9045 7.3987 43.5595 67.9974 397.1708

4 102.9593 79.7161 54.1970 23.2282 5.5572 4.5443 4.4767 1.8824 0.9045 7.3946 43.3461 67.8073 396.0137

Baseline 4.2983 4.2317 4.3650 3.5172 1.7232 0.8253 0.3618 0.2534 0.2534 1.3088 4.2083 4.2091 29.5557

1 4.2983 4.2317 4.3650 3.5172 1.7123 0.8162 0.3618 0.2534 0.2534 1.3088 4.2083 4.2091 29.5357

2 4.6097 4.5129 4.6764 3.8185 2.0237 1.1175 0.6732 0.5648 0.5547 1.6202 4.5096 4.5205 33.2017

3 4.2983 4.2317 4.3650 3.5172 1.7232 0.8220 0.3618 0.2534 0.2534 1.3088 4.2083 4.2091 29.5524

4 4.5600 4.4680 4.6267 3.7706 1.9748 1.0696 0.6235 0.4520 0.3925 1.5585 4.4617 4.4708 32.4287

Baseline 107.6370 84.0995 58.7246 26.8555 7.3354 5.4104 4.8727 2.1492 1.1705 8.8201 48.0254 72.2849 427.3851

1 106.9967 83.7927 58.4978 26.7254 7.2670 5.3604 4.8361 2.1342 1.1571 8.7034 47.4735 71.8839 424.8282

2 107.3081 84.0739 58.8092 27.0267 7.5784 5.6617 5.1474 2.4455 1.4584 9.0148 47.7748 72.1952 428.4943

3 107 5611 84 0828 58 7171 26 8496 7 3129 5 3754 4 8469 2 1375 1 1580 8 7076 47 7678 72 2065 426 7231

0.045

7

Runoff + Recharge

RATE (cfs)

VOLUME (afy)

Runoff + Recharge

Recharge

Runoff

Recharge

Runoff

Precipitation

Precipitation

J ne 2007 Table 11 013 1500 010 105


54/102

June 2007 Table 11


013-1500-010.105

TOTAL


Right

Scenario

(average) Qi

Baseline 6.6545 3.9477 5.0174 2.1082 3.9824 2.7658 2.0673 0.6687 2.0308 7.2299 6.5494 6.1805 4.1095

1 6.6260 3.9308 4.9959 2.0991 3.9653 2.7540 2.0586 0.6659 2.0216 7.1989 6.5212 6.1538 4.0919

2 6.6260 3.9308 4.9959 2.0991 3.9653 2.7540 2.0586 0.6659 2.0216 7.1989 6.5212 6.1538 4.0919

3 6.6545 3.9477 5.0174 2.1082 3.9653 2.7540 2.0586 0.6659 2.0216 7.2022 6.5494 6.1805 4.1030

4 6.6402 3.9381 4.9999 2.0991 3.9653 2.7540 2.0592 0.6659 2.0216 7.1992 6.5288 6.1660 4.0957

Baseline 3.1753 2.8227 2.0553 0.8594 0.2210 0.1001 0.0376 0.0083 0.0078 0.0936 0.8366 1.7182 0.9856

1 3.1475 2.8037 2.0418 0.8524 0.2178 0.0982 0.0366 0.0080 0.0073 0.0906 0.8245 1.7016 0.9768

2 3.1475 2.8037 2.0418 0.8524 0.2178 0.0982 0.0366 0.0080 0.0073 0.0906 0.8245 1.7016 0.9768

3 3.1708 2.8209 2.0545 0.8590 0.2198 0.0988 0.0366 0.0081 0.0073 0.0907 0.8306 1.7137 0.98354 3.1588 2.8124 2.0458 0.8542 0.2181 0.0983 0.0366 0.0080 0.0073 0.0906 0.8261 1.7061 0.9795

Baseline 0.6582 0.6411 0.6928 0.4604 0.1626 0.0789 0.0278 0.0060 0.0046 0.0242 0.2120 0.4349 0.2817

1 0.6524 0.6380 0.6902 0.4597 0.1604 0.0783 0.0276 0.0060 0.0046 0.0242 0.2107 0.4254 0.27952 0.6673 0.6530 0.7052 0.4747 0.1754 0.0933 0.0425 0.0210 0.0195 0.0392 0.2256 0.4404 0.2945

3 0.6540 0.6409 0.6922 0.4602 0.1625 0.0789 0.0276 0.0060 0.0046 0.0242 0.2108 0.4307 0.2808

4 0.6650 0.6520 0.7030 0.4722 0.1733 0.0910 0.0400 0.0157 0.0114 0.0360 0.2231 0.4394 0.2916

Baseline 3.8335 3.4638 2.7482 1.3198 0.3835 0.1790 0.0654 0.0143 0.0124 0.1178 1.0486 2.1531 1.2673

1 3.7999 3.4417 2.7320 1.3121 0.3782 0.1765 0.0641 0.0140 0.0119 0.1147 1.0351 2.1270 1.2563

2 3.8149 3.4567 2.7469 1.3271 0.3932 0.1915 0.0791 0.0290 0.0268 0.1297 1.0501 2.1420 1.2713

3 3.8248 3.4618 2.7467 1.3191 0.3824 0.1777 0.0643 0.0140 0.0119 0.1149 1.0415 2.1444 1.2643

4 3.8238 3.4645 2.7488 1.3264 0.3914 0.1893 0.0766 0.0237 0.0187 0.1266 1.0492 2.1455 1.2711

(total) Qa

Baseline 409.1588 219.2364 308.5037 125.4414 244.8614 164.5750 127.1079 41.1169 120.8396 444.5418 389.7087 380.0149 2975.1064

1 407.4073 218.3002 307.1790 124.8996 243.8101 163.8689 126.5760 40.9418 120.2919 442.6343 388.0305 378.3718 2962.3114

2 407.4073 218.3002 307.1790 124.8996 243.8101 163.8689 126.5760 40.9418 120.2919 442.6343 388.0305 378.3718 2962.31143 409.1588 219.2364 308.5037 125.4414 243.8101 163.8689 126.5760 40.9418 120.2919 442.8369 389.7087 380.0149 2970.3896

4 408.2793 218.7053 307.4224 124.8996 243.8101 163.8689 126.6102 40.9418 120.2919 442.6485 388.4841 379.1246 2965.0867

Baseline 195.2387 156.7628 126.3743 51.1374 13.5861 5 .9548 2.3109 0.5094 0.4627 5.7522 49.7794 105.6462 713.5150

1 193.5297 155.7057 125.5406 50.7206 13.3944 5.8439 2.2475 0.4944 0.4335 5.5680 49.0575 1 04.6241 707.1600

2 193.5297 155.7057 125.5406 50.7206 13.3944 5.8439 2.2475 0.4944 0.4335 5.5680 49.0575 1 04.6241 707.1600

3 194.9602 156.6611 126.3226 51.1108 13.5169 5.8781 2.2534 0.4952 0.4368 5.5788 49.4259 1 05.3661 712.0061

4 194.2199 156.1909 125.7874 50.8248 13.4119 5.8506 2.2492 0.4944 0.4335 5.5697 49.1567 1 04.9018 709.0908

Baseline 40.4691 35.6022 42.5991 27.3965 9.9956 4.6977 1.7123 0.3676 0.2726 1.4881 12.6124 26.7379 203.9512

1 40.1115 35.4347 42.4382 27.3548 9.8613 4.6593 1.6957 0.3676 0.2718 1.4872 12.5357 26.1569 202.3748

2 41.0320 36.2661 43.3588 28.2457 10.7819 5.5502 2.6162 1.2882 1.1626 2.4078 13.4266 27.0774 213.2134

3 40.2124 35.5956 42.5608 27.3815 9.9931 4.6960 1.6973 0.3676 0.2726 1.4872 12.5457 26.4828 203.2926

4 40.8900 36.2117 43.2234 28.0968 10.6566 5.4138 2.4600 0.9629 0.6774 2.2164 13.2760 27.0163 211.1012

Baseline 235.7078 192.3650 168.9734 78.5340 23.5817 10.6525 4.0232 0.8770 0.7353 7.2403 62.3918 132.3841 917.4662

1 233.6411 191.1404 167.9789 78.0755 23.2557 10.5033 3.9432 0.8620 0.7053 7.0553 61.5932 130.7810 909.5348

2 234.5617 191.9719 168.8994 78.9663 24.1763 11.3941 4.8637 1.7825 1.5961 7.9758 62.4840 131.7016 920.3735

3 235 1726 192 2567 168 8834 78 4923 23 5100 10 5741 3 9507 0 8628 0 7094 7 0661 61 9717 131 8489 915 2987

Precipitation

Precipitation

0.01

1

Runoff + Recharge

RATE (cfs)

VOLUME (afy)

Runoff + Recharge

Recharge

Runoff

Recharge

Runoff

June 2007 Table 12 013 1500 010 105


55/102

June 2007 Table 12


013-1500-010.105

TOTAL


Right

Scenario

(average) Qi

Baseline 8.3754 4.9629 6.2934 2.6404 4.9782 3.4591 2.5740 0.8403 2.5305 9.0467 8.1998 7.7714 5.1510

1 8.3560 4.9514 6.2789 2.6343 4.9667 3.4511 2.5681 0.8386 2.5243 9.0259 8.1809 7.7536 5.1391

2 8.3560 4.9514 6.2789 2.6343 4.9667 3.4511 2.5681 0.8386 2.5243 9.0259 8.1809 7.7536 5.1391

3 8.3754 4.9629 6.2934 2.6404 4.9667 3.4511 2.5681 0.8386 2.5243 9.0284 8.1998 7.7714 5.1466

4 8.3658 4.9564 6.2816 2.6343 4.9667 3.4511 2.5688 0.8386 2.5243 9.0262 8.1862 7.7617 5.1418

Baseline 3.9153 3.6060 2.5186 1.1505 0.3233 0.0694 -0.0455 -0.0738 -0.0345 0.1279 0.9880 1.9967 1.1995

1 3.8924 3.5927 2.5081 1.1447 0.3206 0.0680 -0.0462 -0.0740 -0.0348 0.1262 0.9799 1.9855 1.1929

2 3.8924 3.5927 2.5081 1.1447 0.3206 0.0680 -0.0462 -0.0740 -0.0348 0.1262 0.9799 1.9855 1.1929

3 3.9112 3.6045 2.5178 1.1499 0.3225 0.0686 -0.0460 -0.0740 -0.0348 0.1264 0.9841 1.9933 1.19794 3.9014 3.5988 2.5114 1.1461 0.3210 0.0681 -0.0462 -0.0740 -0.0348 0.1262 0.9809 1.9885 1.1949

Baseline 0.8753 0.8582 0.8880 0.6581 0.3619 0.2120 0.0477 0.0066 0.0028 0.0348 0.3105 0.6215 0.4039

1 0.8723 0.8572 0.8871 0.6572 0.3597 0.2101 0.0468 0.0066 0.0028 0.0345 0.3086 0.6184 0.40262 0.8823 0.8672 0.8972 0.6673 0.3698 0.2202 0.0569 0.0167 0.0128 0.0446 0.3186 0.6284 0.4127

3 0.8735 0.8580 0.8879 0.6580 0.3616 0.2117 0.0472 0.0066 0.0028 0.0345 0.3092 0.6206 0.4035

4 0.8808 0.8657 0.8957 0.6656 0.3685 0.2189 0.0551 0.0132 0.0073 0.0424 0.3169 0.6273 0.4106

Baseline 4.7906 4.4642 3.4066 1.8085 0.6852 0.2814 0.0022 -0.0672 -0.0317 0.1627 1.2985 2.6182 1.6034

1 4.7647 4.4499 3.3953 1.8019 0.6803 0.2781 0.0006 -0.0674 -0.0320 0.1608 1.2885 2.6039 1.5955

2 4.7748 4.4600 3.4053 1.8120 0.6904 0.2882 0.0107 -0.0574 -0.0220 0.1708 1.2986 2.6139 1.6056

3 4.7848 4.4625 3.4057 1.8079 0.6841 0.2803 0.0012 -0.0674 -0.0320 0.1609 1.2933 2.6139 1.6014

4 4.7821 4.4645 3.4071 1.8117 0.6895 0.2870 0.0090 -0.0608 -0.0275 0.1687 1.2978 2.6158 1.6055

(total) Qa

Baseline 514.9684 275.6167 386.9593 157.1096 306.0919 205.8245 158.2626 51.6685 150.5729 556.2495 487.9087 477.8314 3729.0639

1 513.7804 274.9831 386.0664 156.7486 305.3841 205.3493 157.9016 51.5593 150.2053 554.9690 486.7832 476.7368 3720.4672

2 513.7804 274.9831 386.0664 156.7486 305.3841 205.3493 157.9016 51.5593 150.2053 554.9690 486.7832 476.7368 3720.46723 514.9684 275.6167 386.9593 157.1096 305.3841 205.3493 157.9016 51.5593 150.2053 555.1191 487.9087 477.8314 3725.9127

4 514.3807 275.2590 386.2323 156.7486 305.3841 205.3501 157.9475 51.5593 150.2053 554.9840 487.1025 477.2387 3722.3921

Baseline 240.7397 200.2606 154.8571 68.4550 19.8778 4 .1283 -2.7994 -4.5359 -2.0525 7.8664 58.7913 122.7679 868.3562

1 239.3300 199.5253 154.2152 68.1157 19.7119 4 .0441 -2.8411 -4.5509 -2.0716 7.7622 58.3094 122.0810 863.6311

2 239.3300 199.5253 154.2152 68.1157 19.7119 4 .0441 -2.8411 -4.5509 -2.0716 7.7622 58.3094 122.0810 863.6311

3 240.4863 200.1798 154.8087 68.4242 19.8319 4 .0808 -2.8303 -4.5484 -2.0708 7.7697 58.5545 122.5620 867.2483

4 239.8794 199.8621 154.4161 68.1949 19.7369 4 .0516 -2.8386 -4.5509 -2.0716 7.7622 58.3653 122.2660 865.0733

Baseline 53.8185 47.6628 54.5996 39.1578 22.2520 12.6141 2.9345 0.4052 0.1651 2.1383 18.4739 38.2124 292.4341

1 53.6326 47.6044 54.5463 39.1053 22.1195 12.5032 2.8803 0.4052 0.1651 2.1233 18.3605 38.0207 291.4662

2 54.2515 48.1634 55.1652 39.7042 22.7384 13.1021 3.4992 1.0241 0.7640 2.7422 18.9594 38.6396 298.7532

3 53.7110 47.6486 54.5921 39.1511 22.2320 12.5991 2.9036 0.4052 0.1651 2.1233 18.3997 38.1566 292.0873

4 54.1563 48.0780 55.0725 39.6046 22.6549 13.0259 3.3899 0.8104 0.4356 2.6095 18.8557 38.5677 297.2609

Baseline 294.5582 247.9234 209.4567 107.6128 42.1298 16.7424 0.1351 -4.1308 -1.8874 10.0047 77.2651 160.9803 1160.7903

1 292.9626 247.1297 208.7614 107.2210 41.8313 16.5473 0.0392 -4.1458 -1.9066 9.8855 76.6699 160.1016 1155.0973

2 293.5815 247.6887 209.3803 107.8199 42.4502 17.1462 0.6581 -3.5269 -1.3076 10.5044 77.2688 160.7205 1162.3843

3 294 1973 247 8283 209 4009 107 5753 42 0639 16 6798 0 0734 4 1433 1 9057 9 8930 76 9542 160 7185 1159 3356

10.2

148.11

Runoff + Recharge

RATE (cfs)

VOLUME (afy)

Runoff + Recharge

Recharge

Runoff

Recharge

Runoff

Precipitation

Precipitation


56/102

June 2007 Table 14 013-1500-010 105


57/102

June 2007 Table 14


013 1500 010.105

TOTAL


Right

Scenario

(average) Qi

Baseline 12.5690 7.3221 9.3339 3.9181 7.4336 5.1560 3.8772 1.2265 3.8027 13.4928 12.1694 11.4267 7.6618

1 12.4713 7.2654 9.2615 3.8876 7.3758 5.1164 3.8473 1.2174 3.7731 13.3881 12.0750 11.3381 7.6024

2 12.4713 7.2654 9.2615 3.8876 7.3758 5.1164 3.8473 1.2174 3.7731 13.3881 12.0750 11.3381 7.6024

3 12.5690 7.3221 9.3339 3.9181 7.3758 5.1164 3.8473 1.2174 3.7731 13.3954 12.1694 11.4267 7.6396

4 12.5190 7.2896 9.2736 3.8876 7.3758 5.1164 3.8476 1.2174 3.7731 13.3881 12.0922 11.3754 7.6140

Baseline 5.7847 5.3147 4.1438 1.9814 0.6863 0.2562 0.0421 -0.0285 -0.0015 0.1646 0.9472 2.8130 1.8249

1 5.6489 5.2538 4.1008 1.9598 0.6767 0.2494 0.0398 -0.0294 -0.0022 0.1574 0.9121 2.7359 1.7915

2 5.6489 5.2538 4.1008 1.9598 0.6767 0.2494 0.0398 -0.0294 -0.0022 0.1574 0.9121 2.7359 1.7915

3 5.7582 5.3093 4.1412 1.9798 0.6846 0.2521 0.0406 -0.0289 -0.0018 0.1577 0.9257 2.7890 1.81684 5.6928 5.2828 4.1127 1.9637 0.6779 0.2495 0.0399 -0.0294 -0.0022 0.1574 0.9138 2.7529 1.8005

Baseline 1.0515 1.1271 1.2705 0.9218 0.4881 0.2653 0.0624 0.0323 0.0319 0.0661 0.4043 0.7585 0.5366

1 1.0498 1.1223 1.2692 0.9188 0.4825 0.2611 0.0612 0.0323 0.0319 0.0652 0.3950 0.7515 0.53342 1.1004 1.1729 1.3197 0.9693 0.5330 0.3117 0.1118 0.0829 0.0824 0.1158 0.4455 0.8021 0.583

rain harvesting systems on a 2,000 square-foot roof-top on san juan island wa usa

Documents