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Simulation

Watershed Hydrology

FC Loading

Grid

Sensitivity

Purpose

Comment

S1

April 19-20, 2004

1.00

25th
Percentile

94x105
91x96

Verification

Model Verification for Dyes Inlet Stations (low loading)

S2

April 19-20, 2004

1.00

Geomean

94x105
91x96

Verification

Model Verification for Dyes Inlet Stations (average loading)

S3

April 19-20, 2004

1.00

75th
Percentile

94x105
91x96

Verification

Model Verification for Dyes Inlet Stations (high loading)

S4

May 26-27, 2004

1.00

25th
Percentile

94x105
91x96

Low Estimate for FC Loading

Verification

Model Verification for Bremerton Stations (low loading)

S5

May 26-27, 2004

1.00

Geomean

94x105
91x96

Base Model (average loading)

Verification

Model Verification for Bremerton Stations (average loading)

S6

May 26-27, 2004

1.00

75th
Percentile

94x105
91x96

High Estimate for FC Loading

Verification

Model Verification for Bremerton Stations (high loading)

S7

Oct 18-19, 2004

1.00

25th
Percentile

94x105
91x96

Verification

Model Verification for Port Orchard Stations (low loading)

S8

Oct 18-19, 2004

1.00

Geomean

94x105
91x96

Verification

Model Verification for Port Orchard Stations (average loading)

S9

Oct 18-19, 2004

1.00

75th
Percentile

94x105
91x96

Verification

Model Verification for Port Orchard Stations (high loading)

S10A

WY2003

1.00

Geomean

91x96

Verification

Comparison to field data for WY2003 Oct 1, 2002 - Sep 30, 2003

S10B

WY2003

1.00

Geomean

94x105

Verification

Comparison to field data for WY2003 Oct 1, 2002 - Sep 30, 2003

S11

WY2003

1.00

Geomean

91x96

Actual
Conditions

Simulate actual conditions and assess compliance with marine water quality standards

S12

WY2003:100/200

1.00

100/200

91x96

Standard
Part 1

Part 1: Streams and Stormwater set to 100 cfu/100ml; WWTP set to 200 cfu/100ml; Assess compliance in marine waters if freshwater sources meet 100/200 (Part I of the bacteria standard)

S13

WY2003:200/400

1.00

200/400

91x96

Standard
Part 2

Part 2: Streams and Stormwater set to 200 cfu/100ml; WWTP set to 400 cfu/100ml; Assess compliance in marine inlets if freshwater sources meet 200/400 (Part II of the bacteria standard)

S14

May 26-27, 2004

1.20

Geomean

94x105

Increase Flow by 20%

Sensitivity

May 2004 storm with modeled flows increased by 20%

S15

May 26-27, 2004

2.00

Geomean

94x105

Increase Flow by 100%

Sensitivity

May 2004 storm with modeled flows increased by 100%

S16

May 26-27, 2004

1.00

Geomean

94x105

Wind

Sensitivity

May 2004 storm with constant wind of 10 m/sec (22.6 mph) from SW

S17

May 26-27, 2004

1.00

Geomean

94x105

No FC dieoff

Sensitivity

May 2004 storm with no FC Die Off (simulates conservative substance)

S18

Future Build Out – Expansive (Same)

N. Dyes Future Flow

N. Dyes Future Expansive Build Out with Same Buffer

94x105

Future Flow and Geomean FC with Same Buffer for N. Dyes

Future
Conditions

N. Dyes watersheds (Barker, Clear, Strawberry, Chico, LMK001, LMK002, BST01, and SBC) set to future flow and geomean FC loading with same buffer for expansive build out development scenario

S19

Future Build Out – Expansive (Reduced)

N. Dyes Future Flow

N. Dyes Future Expansive Build Out with Reduced Buffer

94x105

Future Flow and Geomean FC with Reduced Buffer for N. Dyes

Future
Conditions

N. Dyes watersheds (Barker, Clear, Strawberry, Chico, LMK001, LMK002, BST01, and SBC) set to future flow and geomean FC loading with reduced buffer for expansive build out development scenario

S20

Future Build Out – Expansive (Full)

N. Dyes Future Flow

N. Dyes Future Expansive Build Out with Full Buffer

94x105

Future Flow and Geomean FC with Full Buffer for N. Dyes

Future
Conditions

N. Dyes watersheds (Barker, Clear, Strawberry, Chico, LMK001, LMK002, BST01, and SBC) set to future flow and geomean FC loading with full buffer for expansive build out development scenario