Water Data Report 1997
03230450 HELLBRANCH RUN NEAR HARRISBURG, OHIO LOCATION.--Lat 39049'50", long 83009'36", Franklin County, Hydrologic Unit 05060001, on right side of abandoned bridge, 500 ft upstream of Lambert Road, 1.0 mi upstream of mouth, and 1.5 mi north-northeast of Harrisburg. DRAINAGE AREA.--37.0 mi2. WATER-DISCHARGE RECORDS PERIOD OF RECORD.--October 1992 to current year. GAGE.--Water-stage recorder. Datum of gage is 785 ft above mean sea level (from topographic map). REMARKS.--Records good except for periods of estimated record, which are poor. DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1996 TO SEPTEMBER 1997 DAILY MEAN VALUES DAY OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP 1 5.3 4.2 404 29 30 47 24 9.8 892 33 1.8 2.3 2 3.5 3.1 190 27 28 362 21 9.9 e1000 38 1.2 1.9 3 2.5 2.3 106 25 31 169 19 78 e500 48 .86 1.4 4 1.7 1.7 73 23 269 115 18 64 233 23 14 1.2 5 1.3 1.4 56 45 326 86 19 37 134 14 13 .89 6 .71 1.2 60 39 158 91 23 28 90 10 5.0 .71 7 .48 2.0 48 28 103 62 18 19 63 7.8 3.0 .68 8 .35 9.1 38 22 77 49 15 19 49 6.3 2.2 .54 9 .53 8.8 30 23 59 57 13 27 37 7.8 1.4 .45 10 .95 8.1 26 23 49 159 12 19 30 7.8 .84 .51 11 1.7 6.5 25 e20 42 82 11 14 25 5.6 .66 1.1 12 1.6 3.9 26 e17 37 54 16 13 22 4.6 .60 1.4 13 1.2 2.6 32 e16 30 42 20 11 83 3.9 1.4 .84 14 .71 2.1 27 e15 e25 224 14 11 102 3.5 4.0 .64 15 .48 1.8 24 e21 e21 133 12 25 50 3.3 4.5 .41 16 .38 1.4 24 e30 e19 74 11 14 77 2.8 8.6 .28 17 .31 1.3 351 e25 e17 57 11 11 200 2.1 225 .30 18 2.5 1.6 197 e23 e19 72 10 9.1 232 1.9 138 .29 19 13 2.2 104 e20 30 104 9.3 27 147 1.4 61 .21 20 4.7 2.2 e55 e18 36 68 8.3 16 81 1.0 89 2.8 21 2.4 1.9 e42 e17 47 51 7.8 10 54 .88 82 1.8 22 1.4 1.8 32 e50 40 41 7.7 7.9 36 .95 59 .96 23 1.2 1.8 38 e90 28 32 7.4 6.8 26 11 35 .74 24 1.3 2.1 192 e64 24 27 7.4 6.4 20 40 23 .54 25 1.4 20 88 e130 22 26 7.1 10 16 20 17 .40 26 1.2 276 53 e88 23 30 6.5 19 14 8.9 12 .33 27 .90 109 41 e150 39 26 6.8 12 12 15 8.9 .19 28 .86 64 45 e145 35 24 9.6 8.0 9.9 10 6.6 .15 29 1.1 44 46 e60 --- 34 8.8 8.5 11 5.4 5.0 .05 30 1.4 101 37 40 --- 30 7.6 12 9.8 3.6 3.7 .08 31 1.4 --- 32 32 --- 30 --- 93 --- 2.6 2.8 --- TOTAL 58.46 689.1 2542 1355 1664 2458 381.3 655.4 4255.7 344.13 831.06 24.09 MEAN 1.89 23.0 82.0 43.7 59.4 79.3 12.7 21.1 142 11.1 26.8 .80 MAX 13 276 404 150 326 362 24 93 1000 48 225 2.8 MIN .31 1.2 24 15 17 24 6.5 6.4 9.8 .88 .60 .05 CFSM .05 .62 2.22 1.18 1.61 2.14 .34 .57 3.83 .30 .72 .02 IN. .06 .69 2.56 1.36 1.67 2.47 .38 .66 4.28 .35 .84 .02 STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1993 - 1997, BY WATER YEAR (WY) MEAN 3.79 23.1 30.8 88.6 43.0 68.9 72.3 64.6 56.1 34.9 20.1 1.31 MAX 16.0 46.2 82.0 143 59.4 109 157 187 142 82.1 65.4 4.36 (WY) 1996 1993 1997 1996 1997 1993 1996 1996 1997 1993 1995 1996 MIN .000 1.34 5.86 43.7 23.6 37.0 12.7 13.7 8.44 8.24 .76 .30 (WY) 1995 1995 1995 1997 1995 1994 1997 1994 1994 1994 1993 1993 SUMMARY STATISTICS FOR 1996 CALENDAR YEAR FOR 1997 WATER YEAR WATER YEARS 1993 - 1997 ANNUAL TOTAL 26008.79 15258.24 ANNUAL MEAN 71.1 41.8 42.3 HIGHEST ANNUAL MEAN 66.8 1996 LOWEST ANNUAL MEAN 28.6 1994 HIGHEST DAILY MEAN 1000 Jan 19 1000 Jun 2 1000 Jan 19 1996 LOWEST DAILY MEAN .00 Sep 15 .05 Sep 29 .00 Aug 30 1993 ANNUAL SEVEN-DAY MINIMUM .02 Sep 9 .25 Sep 24 .00 Sep 13 1993 INSTANTANEOUS PEAK FLOW 1140 Jun 2 a e 1300 Jan 19 1996 INSTANTANEOUS PEAK STAGE 9.62 Jun 2 e 9.80 Jan 19 1996 INSTANTANEOUS LOW FLOW .05 Sep 29 .00 Sep 23 1993 ANNUAL RUNOFF (CFSM) 1.92 1.13 1.14 ANNUAL RUNOFF (INCHES) 26.15 15.34 15.55 10 PERCENT EXCEEDS 200 92 102 50 PERCENT EXCEEDS 27 17 14 90 PERCENT EXCEEDS .65 .93 .18 a Peaks above base shown in table of peak discharges and stages at continuous-record surface-water-discharge stations. e Estimated 03230450 HELLBRANCH RUN NEAR HARRISBURG, OHIO WATER-QUALITY RECORDS PERIOD OF RECORD.--May 4, 1992, to current year. PERIOD OF DAILY RECORD.-- SUSPENDED-SEDIMENT DISCHARGE: October 1, 1992, to current year. INSTRUMENTATION.--Refrigerated water-quality pumping sampler since October 1, 1992. REMARKS.--Water-quality samples were collected by equal-width-increment (EWI) sampling method, approximately once per month. Suspended-sediment samples and seasonal-event water-quality samples were collected by pumping sampler. Pumped samples were collected for every 0.5-ft rise and 1-ft drop in stage. Sediment samples were also collected by a local observer approximately once per day. Suspended-sediment loads were calculated using the mean-interval method (Porterfield, George, 1972, Computation of Fluvial-Sediment Discharge: U.S. Geological Survey, Techniques of Water-Resources Investigations, book 3, chap. C3, 66 p.). For days with unsteady concentration, discharge, or both, the day was subdivided into quarter-hour intervals and the daily load was calculated by summing the loads for these quarter-hour intervals. This required interpolation between measured and estimated concentrations. EXTREMES FOR PERIOD OF DAILY RECORD.-- SEDIMENT CONCENTRATIONS: Maximum daily mean, 601 mg/L, Jan. 26, 1994; minimum daily mean, 1 mg/L, Oct. 11, Nov. 3, 4, 1995, Aug. 7, and Oct. 25, 1996. SEDIMENT LOADS: Maximum daily, 1,610 tons, Jan. 26, 1994; minimum daily, 0.00 ton, on many days during 1993, 1994, and 1995 and on several days during 1996 and 1997. EXTREMES FOR CURRENT YEAR.-- SEDIMENT CONCENTRATIONS: Maximum daily mean, 543 mg/L, Mar. 2; minimum daily mean, 1 mg/L, Oct. 25. SEDIMENT LOADS: Maximum daily, 948 tons, June 2; minimum daily, 0.00 ton, on several days during the year. WATER-QUALITY DATA, WATER YEAR OCTOBER 1996 TO SEPTEMBER 1997 DIS- PH CHARGE, SPE- WATER CHLO- INST. CIFIC WHOLE SULFATE RIDE, SAM- CUBIC CON- FIELD TEMPER- TEMPER- OXYGEN, DIS- DIS- PLING FEET DUCT- (STAND- ATURE ATURE DIS- SOLVED SOLVED DATE TIME METHOD, PER ANCE ARD AIR WATER SOLVED (MG/L (MG/L CODES* SECOND (US/CM) UNITS) (DEG C) (DEG C) (MG/L) AS SO4) AS CL) (82398) (00061) (00095) (00400) (00020) (00010) (00300) (00945) (00940) OCT 08... 1010 10 0.32 -- -- -- -- -- -- -- 08... 1130 10 0.32 810 7.7 15.5 12.0 9.8 51 74 NOV 19... 1140 10 2.2 990 8.0 5.0 4.5 14.9 66 110 DEC 01... 0200 50 168 -- -- -- -- -- 28 41 01... 0315 50 334 -- -- -- -- -- 22 33 01... 0430 50 469 -- -- -- -- -- 16 28 02... 1115 50 183 -- -- -- -- -- 20 28 17... 1220 10 507 318 7.5 2.5 6.0 10.5 15 20 FEB 04... 0900 50 121 -- -- -- -- -- 25 38 04... 1035 10 232 380 7.5 8.5 3.0 12.0 12 35 04... 1100 50 248 -- -- -- -- -- <3.0 36 04... 1445 50 393 -- -- -- -- -- <3.0 29 04... 1930 50 525 -- -- -- -- -- <3.0 27 05... 1745 50 248 -- -- -- -- -- <3.0 26 MAR 13... 1140 10 40 641 8.3 4.5 5.5 15.3 34 46 APR 29... 1026 10 8.9 720 8.0 16.0 11.5 12.0 52 76 MAY 14... 1025 10 9.9 723 -- 13.5 12.0 -- -- -- 28... 1120 10 7.9 720 8.2 20.0 15.5 12.5 41 63 31... 1930 50 152 -- -- -- -- -- 32 49 31... 2130 50 319 -- -- -- -- -- 27 39 31... 2230 50 478 -- -- -- -- -- 22 32 31... 2315 50 603 -- -- -- -- -- 19 27 JUN 01... 0045 50 744 -- -- -- -- -- 15 19 01... 0300 50 902 -- -- -- -- -- 15 15 02... 1930 50 1000# -- -- -- -- -- 16 16 02... 2115 50 1000# -- -- -- -- -- 17 16 02... 2300 50 1000# -- -- -- -- -- 18 17 03... 0315 50 500# -- -- -- -- -- 17 16 03... 1115 50 500# -- -- -- -- -- 16 13 03... 1515 50 500# -- -- -- -- -- 18 14 03... 1915 50 500# -- -- -- -- -- 18 15 03... 2315 50 500# -- -- -- -- -- 20 16 04... 0945 10 228 448 -- 16.0 14.0 -- -- -- 04... 1005 10 230 -- -- -- -- -- -- -- 24... 1135 10 21 668 7.9 31.0 21.5 7.9 25 42 JUL 22... 1100 10 0.88 811 7.7 23.0 20.5 7.7 38 72 SEP 02... 1301 10 2.0 806 8.2 29.0 21.0 11.5 55 76 29... 1415 10 0.13 820 8.0 24.0 18.0 9.9 62 81 * 10 - STREAM CROSS-SECTION SAMPLE OBTAINED BY EQUAL-WIDTH-INCREMENT (EWI) SAMPLING METHOD. 50 - POINT SAMPLE OBTAINED FROM REFRIGERATED-PUMPING SAMPLER. # ESTIMATED DAILY DISCHARGE, INSTANTANEOUS DISCHARGE IS NOT AVAILABLE. WATER-QUALITY DATA, WATER YEAR OCTOBER 1996 TO SEPTEMBER 1997 RESIDUE NITRO- NITRO- NITRO- NITRO- PHOS- SILICA, TOTAL GEN, GEN, GEN, GEN,AM- PHORUS DIS- AT 105 NITRITE NO2+NO3 AMMONIA MONIA + PHOS- ORTHO, SEDI- SOLVED DEG. C, DIS- DIS- DIS- ORGANIC PHORUS DIS- MENT, (MG/L SUS- SOLVED SOLVED SOLVED TOTAL TOTAL SOLVED SUS- DATE AS PENDED (MG/L (MG/L (MG/L (MG/L (MG/L (MG/L PENDED SIO2) (MG/L) AS N) AS N) AS N) AS N) AS P) AS P) (MG/L) (00955) (00530) (00613) (00631) (00608) (00625) (00665) (00671) (80154) OCT 08... -- -- -- -- -- -- -- -- 10 08... 4.6 2 <0.02 0.40 <0.03 0.2 <0.02 <0.01 -- NOV 19... 1.3 2 <0.02 0.29 0.03 0.1 <0.02 <0.01 -- DEC 01... 7.5 129 0.02 4.0 0.04 1.2 0.28 0.04 -- 01... 6.8 426 0.02 3.4 0.03 2.1 0.57 0.06 -- 01... 6.2 521 0.02 2.7 0.04 2.5 0.62 0.07 -- 02... 7.1 64 0.02 3.2 0.05 1.2 0.33 0.10 -- 17... 5.5 216 <0.02 2.4 <0.03 1.9 0.53 0.12 276 FEB 04... 4.3 746 0.02 2.7 <0.03 2.5 0.56 <0.01 -- 04... 3.9 851 0.04 2.8 0.12 4.1 0.86 0.04 -- 04... 6.1 640 <0.02 2.6 0.03 2.7 0.66 0.01 -- 04... 6.3 408 0.04 2.4 <0.03 2.3 0.62 0.04 -- 04... 6.3 528 0.03 2.5 <0.03 2.8 0.78 0.04 -- 05... 6.9 126 0.02 3.4 <0.03 1.6 0.31 0.06 -- MAR 13... 3.6 <2 0.05 3.3 0.06 0.3 <0.02 <0.01 -- APR 29... 0.9 3 <0.02 0.65 <0.03 0.4 0.02 <0.01 -- MAY 14... -- -- -- -- -- -- -- -- 2 28... 3.3 <2 0.05 3.0 0.04 0.4 0.06 0.02 -- 31... 5.7 267 0.15 14 0.48 2.8 0.48 0.10 -- 31... 6.3 606 0.18 16 0.59 3.7 0.74 0.06 -- 31... 6.1 663 0.13 16 0.49 4.0 0.77 0.04 -- 31... 5.7 822 0.11 16 0.58 4.5 0.97 0.05 -- JUN 01... 5.5 667 0.09 15 0.76 4.2 0.81 0.08 -- 01... 5.4 521 0.06 13 0.63 3.9 0.64 0.07 -- 02... 6.3 1640 0.12 9.3 0.29 4.5 0.99 0.07 -- 02... 6.5 305 0.13 9.8 0.36 2.3 0.41 0.09 -- 02... 6.7 158 0.13 10 0.40 1.9 0.33 0.17 -- 03... 6.5 226 0.10 8.2 0.28 2.3 0.40 0.09 -- 03... 5.9 183 0.09 6.3 0.28 2.1 0.36 0.08 -- 03... 6.1 140 0.10 6.4 0.27 1.7 0.32 0.10 -- 03... 6.6 112 0.11 6.9 0.28 1.6 0.28 0.10 -- 03... 6.6 98 0.12 7.3 0.27 1.4 0.27 0.09 -- 04... -- -- -- -- -- -- -- -- 72 04... -- -- -- -- -- -- -- -- 71 24... 6.7 5 0.11 4.0 0.04 0.4 0.08 0.04 -- JUL 22... 3.5 3 0.03 0.38 0.08 0.2 0.03 <0.01 -- SEP 02... 4.1 2 <0.02 0.56 0.04 0.2 0.04 0.02 -- 29... 4.6 <2 <0.02 <0.18 <0.03 0.1 0.02 <0.01 -- 03230450 HELLBRANCH RUN NEAR HARRISBURG, OHIO SEDIMENT DISCHARGE, SUSPENDED (TONS/DAY), WATER YEAR OCTOBER 1996 TO SEPTEMBER 1997 MEAN MEAN MEAN MEAN CONCEN- SEDIMENT MEAN CONCEN- SEDIMENT MEAN CONCEN- SEDIMENT DISCHARGE TRATION DISCHARGE DISCHARGE TRATION DISCHARGE DISCHARGE TRATION DISCHARGE DAY (CFS) (MG/L) (TONS/DAY) (CFS) (MG/L) (TONS/DAY) (CFS) (MG/L) (TONS/DAY) OCTOBER NOVEMBER DECEMBER 1 5.3 5 .07 4.2 7 .08 404 304 361 2 3.5 3 .03 3.1 8 .06 190 104 57 3 2.5 2 .01 2.3 12 .07 106 48 14 4 1.7 3 .01 1.7 9 .04 73 36 7.2 5 1.3 11 .04 1.4 9 .03 56 20 3.0 6 .71 15 .03 1.2 11 .04 60 14 2.4 7 .48 20 .03 2.0 18 .10 48 12 1.5 8 .35 16 .01 9.1 12 .26 38 10 .98 9 .53 15 .02 8.8 5 .12 30 12 .96 10 .95 10 .03 8.1 4 .09 26 13 .95 11 1.7 11 .05 6.5 5 .09 25 14 .97 12 1.6 14 .06 3.9 7 .08 26 23 1.7 13 1.2 15 .05 2.6 8 .06 32 32 2.8 14 .71 14 .03 2.1 9 .05 27 20 1.4 15 .48 13 .02 1.8 8 .04 24 17 1.1 16 .38 14 .01 1.4 9 .03 24 20 1.3 17 .31 14 .01 1.3 10 .04 351 220 234 18 2.5 6 .03 1.6 9 .04 197 113 63 19 13 2 .05 2.2 11 .06 104 59 17 20 4.7 2 .02 2.2 11 .06 e55 32 4.8 21 2.4 2 .01 1.9 10 .05 e42 23 2.6 22 1.4 2 .01 1.8 8 .04 32 14 1.3 23 1.2 3 .01 1.8 8 .04 38 17 2.2 24 1.3 2 .01 2.1 7 .04 192 102 57 25 1.4 1 .00 20 44 8.9 88 34 8.5 26 1.2 2 .01 276 222 176 53 12 1.8 27 .90 2 .01 109 53 17 41 11 1.2 28 .86 4 .01 64 21 3.8 45 12 1.4 29 1.1 2 .00 44 15 1.8 46 6 .74 30 1.4 4 .02 101 42 14 37 5 .54 31 1.4 7 .03 --- --- --- 32 6 .57 TOTAL 58.46 --- 0.73 689.1 --- 223.11 2542 --- 854.91 JANUARY FEBRUARY MARCH 1 29 7 .55 30 9 .73 47 60 14 2 27 8 .58 28 11 .87 362 543 551 3 25 9 .58 31 8 .66 169 145 68 4 23 10 .62 269 387 384 115 71 23 5 45 45 6.2 326 195 191 86 35 8.1 6 39 28 3.0 158 73 32 91 23 5.8 7 28 15 1.1 103 41 12 62 17 2.8 8 22 11 .67 77 26 5.4 49 14 1.8 9 23 9 .58 59 13 2.1 57 56 16 10 23 8 .50 49 8 1.1 159 104 49 11 e20 8 .42 42 9 1.0 82 25 5.7 12 e17 8 .35 37 20 2.0 54 17 2.5 13 e16 7 .32 30 16 1.3 42 12 1.4 14 e15 7 .29 e25 12 .81 224 147 109 15 e21 10 .56 e21 9 .50 133 74 28 16 e30 17 1.4 e19 9 .44 74 37 7.5 17 e25 16 1.1 e17 8 .38 57 18 2.7 18 e23 13 .82 e19 10 .51 72 34 8.8 19 e20 11 .60 30 11 .85 104 46 14 20 e18 9 .45 36 14 1.3 68 17 3.2 21 e17 8 .35 47 19 2.4 51 10 1.4 22 e50 13 1.7 40 12 1.4 41 8 .87 23 e90 34 8.2 28 6 .47 32 4 .37 24 e64 27 4.6 24 5 .30 27 4 .27 25 e130 28 10 22 3 .20 26 5 .33 26 e88 21 5.1 23 6 .41 30 3 .28 27 e150 128 52 39 14 1.6 26 4 .25 28 e145 139 54 35 10 .94 24 4 .29 29 e60 24 3.9 --- --- --- 34 5 .50 30 40 11 1.2 --- --- --- 30 7 .53 31 32 9 .78 --- --- --- 30 7 .54 TOTAL 1355 --- 162.52 1664 --- 646.67 2458 --- 927.93 APRIL MAY JUNE 1 24 5 .31 9.8 8 .21 892 301 713 2 21 6 .34 9.9 9 .24 e1000 351 948 3 19 4 .19 78 58 13 e500 168 227 4 18 3 .13 64 37 6.6 233 66 43 5 19 6 .29 37 24 2.4 134 45 16 6 23 7 .43 28 8 .66 90 25 6.2 7 18 8 .40 19 5 .24 63 15 2.5 8 15 5 .22 19 8 .49 49 10 1.3 9 13 6 .22 27 17 1.3 37 9 .90 10 12 7 .21 19 8 .42 30 6 .46 11 11 7 .21 14 8 .30 25 4 .29 12 16 11 .47 13 10 .35 22 6 .37 13 20 9 .51 11 6 .19 83 154 71 14 14 9 .33 11 5 .19 102 164 53 15 12 12 .38 25 17 1.2 50 36 5.0 16 11 10 .30 14 9 .34 77 153 128 17 11 7 .21 11 9 .26 200 242 170 18 10 6 .17 9.1 7 .18 232 380 401 19 9.3 5 .13 27 28 2.1 147 90 38 20 8.3 4 .10 16 22 .95 81 41 9.1 21 7.8 6 .13 10 13 .36 54 27 4.0 22 7.7 5 .11 7.9 18 .37 36 15 1.5 23 7.4 5 .10 6.8 12 .22 26 8 .55 24 7.4 5 .11 6.4 7 .12 20 5 .25 25 7.1 5 .10 10 10 .31 16 6 .24 26 6.5 6 .10 19 9 .46 14 6 .24 27 6.8 7 .13 12 6 .19 12 5 .16 28 9.6 7 .19 8.0 5 .12 9.9 3 .09 29 8.8 6 .15 8.5 6 .13 11 392 21 30 7.6 7 .15 12 5 .14 9.8 267 7.7 31 --- --- --- 93 146 148 --- --- --- TOTAL 381.3 --- 6.82 655.4 --- 182.04 4255.7 --- 2869.85 JULY AUGUST SEPTEMBER 1 33 171 20 1.8 3 .01 2.3 8 .05 2 38 181 35 1.2 4 .01 1.9 8 .04 3 48 120 18 .86 7 .02 1.4 9 .03 4 23 22 1.4 14 36 2.3 1.2 10 .03 5 14 10 .41 13 22 .97 .89 10 .02 6 10 9 .25 5.0 6 .08 .71 8 .02 7 7.8 8 .18 3.0 4 .03 .68 8 .01 8 6.3 9 .15 2.2 3 .02 .54 9 .01 9 7.8 10 .20 1.4 3 .01 .45 8 .01 10 7.8 9 .18 .84 6 .01 .51 11 .02 11 5.6 6 .09 .66 9 .02 1.1 13 .04 12 4.6 11 .14 .60 15 .02 1.4 14 .05 13 3.9 9 .10 1.4 20 .08 .84 14 .03 14 3.5 5 .05 4.0 15 .17 .64 12 .02 15 3.3 3 .03 4.5 9 .11 .41 10 .01 16 2.8 4 .03 8.6 6 .15 .28 14 .01 17 2.1 4 .03 225 353 250 .30 13 .01 18 1.9 5 .02 138 136 56 .29 16 .01 19 1.4 4 .02 61 39 6.8 .21 15 .01 20 1.0 7 .02 89 64 19 2.8 15 .12 21 .88 13 .03 82 48 11 1.8 13 .06 22 .95 14 .04 59 26 4.2 .96 14 .04 23 11 26 1.2 35 13 1.2 .74 14 .03 24 40 112 17 23 5 .33 .54 13 .02 25 20 44 2.8 17 4 .16 .40 9 .01 26 8.9 8 .19 12 3 .10 .33 8 .01 27 15 23 1.1 8.9 3 .07 .19 8 .00 28 10 11 .32 6.6 2 .04 .15 6 .00 29 5.4 6 .08 5.0 2 .03 .05 8 .00 30 3.6 4 .04 3.7 2 .02 .08 9 .00 31 2.6 3 .02 2.8 6 .04 --- --- --- TOTAL 344.13 --- 99.12 831.06 --- 353.00 24.09 --- 0.72 YEAR 15258.24 6327.42 e Estimated.