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1 Applied and Runoff Water Quality from Section C of CRREL Overland Flow Test Site (cont'd). A,,c,.W Sread,scoff overland Daentlon mhume or BOD TSS TKN NH,-N NO,-N Tot.P PO. Turb. Spec.cond. CI F.coli. F,tlrep. flow ruty9 time wosnwom,L (co910 (m9/L) (m91L) (m91L) NOW (MOIL) (M91L) OTo) oil (,onhos/cm) (m91L) (P1100otL) (91/00mU Dote (m°/hrm) (Mlnf AppL Runoff Appl. Runoff Appl. Runoff Appl. Runoff Appl. Runoff ApPL Runoff APPA Runoff Apph Runoff Appl. Runoff Apph Runoff APDL Runoff Appl. Runoff APPI. Runoff Appl. RunoD 19 Sept 79 0.220 42 3660 2846 - - - - - - - - - - - - - - - - - - - - - -20 Sept 0.295 30 _ _ 21 Sept 0.382 23 6277 5435 - - - - - - - - - - - - - - - - - - - - - - - - 25 Sept 0.373 - 3307 2709 - - 40 7 33 18 25 14 0.3 01 S.0 3.7 - - 31 13 7.1 6.9 444 369 27 26 - 1.3x10' - 1.1x10' 28 Sept 0.382 - 7029 6054 89 39 52 20 - - 27 17 0.0 IA - - - - 35 18 7.3 7.0 - - - - - - - N 3 Oct 0J96 - 7069 6622 87 29 46 5 - - 22 14 0.0 0,4 - - - - 39 18 7.2 7.3 - - - - - - - - �' 5 Oct 0.364 - 7544 6588 61 17 32 7 28 15 23 14 0.0 0.8 41 3:1 3.7 3.1 24 a 7.2 7.1 388 327 23 21 - - - - 100u 0.386 - 5564 4906 77 31 36 10 35 21 27 17 0.0 1.7 5.7 4.6 4.6 3.7 28 14 7.4 7.1 491 412 32 28 - - - 12 Oct 0.386 - 6574 5823 102 37 39 9 - - 30 23 0.0 1.0 - - - - 32 15 7.3 7.1 - - - - - - - 17 Oct' 0.381 - 6851 5876 - - 84 12 49 32 35 28 0.2 1.1 8.0 6.1 5.3 5.3 38 19 7.7 7.4 536 424 31 31 - - - - 19 Oct 0.381 - 6712 5749 143 60 79 IS - - 35 30 0.2 0.0 - - - - 44 20 7.3 7.3 - - - - - - - - 23 Oct 0.304 - 4928 4140 - - 65 6 39 20 28 IS 0.0 4.3 6.2 4.7 5.2 4,5 35 11 7.2 7.2 452 409 28 28 2.4X10' - 6.1x10' 24 Oct 0.238 - 744 681 - - 161 36 - - 29 10 0.0 3.5 - - - - 92 36 7.0 7.4 - - - - - -29 Oct 0.113 - 1572 1281 - - 88 10 46 16 33 12 0.0 8.3 8.4 4.3 5.6 3.3 33 6 7.2 7.1 555 449 35 35 2.Sx10' 5.6X1O' 3.0x10' 8.0x10' 31 Oct 0.110 - 1758 1358 114 21 94 7 - - 33 12 0.0 8.3 - - - - 42 9 7.4 7.3 - - - - - - - - 2 Nov 0.108 - 1204 1025 101 12 67 8 - - 30 11 0.1 7.9 - - - - 37 7 7.2 7.1 - - 31 31 - - - - •First tpplicuio.Ary eller harvest.