EXH0297019894

PCHBPollution Control Hearings Board of the State of Washington

5808 Lake Washington Blvd. NE, Suite 200 Kirk/and,Washington 98033-7350 Aqua Terra Consultants 6140 CapitalBlvd. SE, Suite D Tumwater, Washington 98501 Earth Tech, Inc. 10800NE 8_ Street,SeventhFloor Bdlcwe, Washiugton 98004 Foster Wheeler Environmental Corporation 12100NE 195_ Street, Suite 200 Bothdl, Washifigton 98011 HIVrB 600 108_ Avenue NE, Suite400 _Bellevue,W_¢hi_gton 98004 Pacific Groundwater Group 2377 EasflakeAvenue East Seattle,Washington 98102 : December 2001 556-2912-001 (28B) AR 019896 m CERTIFICATE OF ENGINEER Theteohnicalmaterialand datacontainedin thisdocumentwerepreparedunderthesupervisionand directionof the undersigned,whoseseaL,as a profe._ionalengineerlicensedto prance as such, is affixedbelow. ft_ k- • ._'%X_-_, '_61___ ._,t_.. . 2.'r_12 .. j [ _._._=.: _Y'-,7--o'3 [ PaulS.Fcndt,P.E. Low ,_trenmflowAnal3ai_ December 2001 Master Plan Update Improvement_ __6-2912.001(28B) AR 019897 TABLE OF COI_I_NTS Page EXECUTIVE SUMMARY.................................................................................................................vi 1. INTRODUCTION................................................................................................................1-1 1.1 PURPOSE ............................................................................................................... I-1 1.2 ORGANIZATION OF REPORT........................................................................... 1-1 1.3 REL_TIONSI-HP TO OTHER.DOCUMENTS...................................................... t-1 1.4 PROJECT DESCRIPT/ON ......................................................................................1-3 2. LOW STRE.MvlFLOWANALYSIS ................................................................................ 2-1 2.1 APPROACH ............................................................................................................ 2-1 2.1.1 Introduction .............................................................................................. 2-1 2.1.2 Detwrn_nation of Summer Low-Stmamflow Period ................................... 2-1 2,1.3 Existing Summer Low Streamflows ........................................................... 2-2 2.2 HSPF MODEL CALIBRATION ............................................................................ 2-2 2.2.1 Overall Model ..............................................................................................2-2 2.2.2 Low-Flow Review....................................................................................... 2-2 2.3 EMBA_NK.ME_NTMODELING.:.............................................................................2-6 2.4 NON-HYDROLOGIC IMPACTS......................................................................... 2-8 2.4.1 Cessation of Water Withdrawals .................................................................2-8 2.4.2 P,.ernovalof Septic TankDischarges ............................................................2-9 2.4.3 SummaryofNon-Hydrologic Impacts ......................................................2-10 2.5 SLqVlM,M_YOF NET IMPACTS TO CREEKS................................................. 2-10 2.5.1 Summary of Flow Impacts......................................................................... 2-10 2.5.2 Summary of Water Level lrapaets ............................................................. 2-13 3. MITIGATION PROPOSAL .................................................................................................3-1 3.1 INTRODUCTION OF APPROACH..................................................................... 3-1 3.2 PER.FOR_MANCESTANDARDS .......................................................................... 3-t 3.3 WATER QUANTITY - VAULT SIZING ANALYSIS .........................................3-1 3.3.1 Vanlt Sizing..................................................................................................3-2 3.3.2 Vault Fill Time .............................................................................................3-2 3.4 WATER QUALITY'DESIGN .................................................................................3-3…
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