AR226-2598 I ^ I I REVISED GROUNDWATER FLOW I MODEL DUPONT WASHINGTON WORKS I WASHINGTON, WV I I I "') * I Date: January 2003 I Project No,: 18983635 7423 I I I CORPORATE REMEDIATION GROUP An Alliance between DuPont and URS Diamond I Bariey Mill Plaza, Building 27 Wilmington, Delaware 19805 I w ASH020280 EID630708 I I I I I I tKSKjjl 'tW ",'' '|I I I I I I I I Revised Qroundwater Flow Modal _______________________Introduction TABLE OF CONTENTS 1.0 Introduction,-................................"..--.---..--...............................,,,.,...--..................,3 2,0 Site Setting, Geology, and Hydrogeology.................................................................. 4 2.1 Site Setting..........,,..................................,,....,,...,,,,,,.----................,,,,.,,.,,---- 4 2.2 Geology................................,.....................................--.-....----.------.--.---4 2.3 5 Hydrogeology.............................................................................................. 3.0 Primary Data Sources....................,...,...........,..,.......,,.............................,,........----. 7 4.0 Model Set-up................................................................................................. 9 4.1 Model Domain and iMscredzation................................................,,,,...........-- 9 4.2 Boundary Conditions ....,,,,...,,.....,,,,...,,.----..............,,,,.,,,........--.--............ 10 4.2-1 No Flow Boundaries ,,.,,,,...,,..,,.,,.....,,,,...........,,.........,,,,,,,,................ 10 4.2.2 Ohio River..................................................................................... 10 4.2.3 Minor Surface Water Features.................................................... 12 4.2.4 Pumping Wells................................................................................. 13 4.3 Main Input Values......--.........,........................,,..............-...........--.............. 16 4.3.1 Hydraulic Conductivity ............................................................ 16 4.3.2 18 Recharge.............................................................................. 5.0 Groiffldwater Model Calibration ..,,.,,................,,...,......,,...,,..,--.............................. 19 5.1 Calibration Strategy....................................................................................... 19 5.2 Calibration Results................................................................................. 20 6,0 Model Results.....,.,.........,.............,.,,.,.,,.-.-.-...................,..........----................2l 6.1 MassBalaflce...,............................,........,,,.,.--................,.,..,...--"..--..............21 6.2 Current Pumping Conditions........................................................................... 21 6.3 No DuPont Pumping.......................................................................... 22 6.4 No GE Pumping.............................................................................................. 23 6.5 No Pumping by DuPont or GE................................................................. 23 6.6 No Little HocldngWA Pumping......................................................... 23 7.0 Sensitivity Analysis....................,.,.,.,,.,,.,,..................................--....--.................... 25 8.0 Model Conclusions.......,..,.,,,,.--.........................................--....--..----...--...,,,.".26 9.0 27 References..............,.......,,.,.....-- .........,,...,,........,,.,,,,..,,..............,,..,,,,--...-..--.. 74Z3WWGWM-R01^oo Jan. 7.03 Wllmlnglon, DE ASH0202B1 EID630709 Revised Oroundwaier Plow Model Introduction TABLES Table 1 Primary Data Sources for the Gtoundwater Flow Model ,..,,., ...7 Table 2 Finite-Difference Grid Vertical Discretization .................. ...9 Table 3 Table 3.
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