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{{#Wiki_filter:ENCLOSURE 2 ATTACHMENT 1 SHINE MEDICAL TECHNOLOGIES, INC. | |||
SHINE MEDICAL TECHNOLOGIES, INC. APPLICATION FOR CONSTRUCTION PERMIT RESPONSE TO REQUEST FOR ADDITIONAL INFORMATION WELLS WITHIN FIVE MILES OF THE SHINE SITE 13 pages follow | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles OL880 2229714.94 230279.42 1615 0.3 3587 RIVERSIDE DR 75 70 75 50 54 10 3 min 12 818.73 QZ012 2229707.06 230331.45 1658 0.3 3577 RIVERSIDE DR 101 98 101 55 70 20 1 hr 12 819.65 UJ792 2229329.02 227819.37 1864 0.4 N/A 405 53 151 525 1 min 14 807.11 GG040 2229324.42 227613.38 1996 0.4 4065 RIVERSIDE DR 52 50 52 6 10 10 1 min 12 806.57 HZ401 2229340.79 227316.15 2189 0.4 4115 HWY 51 N 1 57 52 57 20 20 10 1 min 12 805.28 HZ403 2229340.79 227316.15 2189 0.4 4116 HWY 51 N 1 68 63 68 30 50 12 1 min 12 805.28 1 | |||
QK281 2229333.49 227318.98 2192 0.4 4115 HWY 51 N 46 41 46 9 10 10 3 min 12 805.28 1 | |||
HZ382 2229337.93 227307.73 2197 0.4 4115 HWY 51 N 48 43 48 15 20 10 1 min 12 805.28 1 | |||
UF534 2229322.08 227304.63 2210 0.4 4115 N US HWY 51 140 28 39 14 2 min 14 805.28 1 | |||
IH528 2229328.11 227295.96 2212 0.4 4115 HWY 51 N 65 60 65 25 29 12 2 min 12 805.28 LW633 2229336.85 227284.76 2214 0.4 4115 S RIVERSIDE DR 28 26 28 1 15 10 2 min 15 805.17 LZ499 2229381.67 231163.43 2507 0.5 3469 RIVERSIDE DR 67 64 67 22 40 20 1 min 16 821.26 MF461 2228697.72 230882.02 2660 0.5 1110 W KNILANS RD 82 79 82 45 60 20 1 min 12 814.71 HZ788 2229245.32 231640.78 2977 0.6 3375 RIVERSIDE DR 82 79 82 55 70 20 1 min 16 821.46 YE304 2230721.21 232430.33 3266 0.6 705 W STATE HWY 11 100 96 100 75 85 30 2 min 12 827.95 KK783 2229242.75 232162.70 3427 0.6 3280 HWY 51 S 108 105 108 45 55 15 1 min 12 810.09 RT682 2229239.00 232231.18 3489 0.7 3270 RIVERSIDE DR 63 60 63 15 23 15 3 min 12 807.50 RC668 2234487.26 229949.10 3496 0.7 3719 S COUNTY RD G 100 97 100 70 80 40 1 hr 12 822.43 UB645 2229221.03 232457.32 3698 0.7 3230 RIVERSIDE DR 1 48 45 48 15 23 10 2 min 12 803.44 QV413 2226647.75 228794.00 4158 0.8 4004 S OAKHILL AVE 1 131 100 130 45 80 1000 1 min 15 799.82 1 | |||
QO763 2229268.26 233163.52 4322 0.8 2971 RIVERSIDE DR 80 76 80 48 62 15 4 min 12 800.71 WI347 2229279.63 233180.78 4333 0.8 W SOUTH CREEK PKWY 77 74 77 38 60 20 1 min 18 800.97 LZ458 2234467.82 231839.11 4350 0.8 3332 COUNTY RD J 116 113 116 70 90 20 1 min 12 830.89 KS529 2228819.29 233123.68 4474 0.8 505 W AVALON RD 107 104 107 67 80 15 1 min 12 802.54 RC203 2234539.38 225596.99 4797 0.9 4537 S CO HWY G 101 97 101 50 50 12 2 min 12 822.95 AS859 2225916.19 231698.94 5553 1.1 3330 S OAKHILL AVE 95 92 95 45 50 15 8 min 16 807.95 NB689 2235412.18 232635.43 5585 1.1 1202 DETROIT AVE 98 95 98 65 80 20 1 min 16 833.60 CG358 2229226.46 234629.73 5718 1.1 2821 CENTER AVE (HWY 51 S) 118 105 118 55 65 220 12 hr 18 810.26 CG359 2229226.46 234629.73 5718 1.1 2821 CENTER AVE (HWY 51 S) 99 96 99 50 55 15 4 hr 12 810.26 XI304 2229242.27 234635.74 5719 1.1 2821 S HWY 51 1 120 100 120 49 80 200 1 min 38 810.26 TH747 2229213.01 234652.54 5744 1.1 2821 S HWY 51 1 120 25 60 40 1 min 12 813.00 CG320 2235500.26 232787.01 5749 1.1 1227 DETROIT AVE 90 87 90 60 70 15 2 hr 12 833.90 EK078 2226408.93 233084.91 5946 1.1 1800 AVALON RD 1 128 108 128 65 88 500 4 hr 13 810.49 WX043 2234579.71 223670.78 6302 1.2 S PRAIRE AVE OR CO G 120 80 120 53 75 1000 3 hr 30 772.91 RC671 2228587.64 222967.09 6340 1.2 5024 DRIFTWOOD 98 95 98 45 60 30 1 min 15 789.99 LI667 2229904.58 221990.25 6948 1.3 5101 S HWY 51 1 122 92 122 46 72 700 2 min 13 790.41 WP686 2228775.00 222017.58 7175 1.4 1208 W HAPPY HOLLOW RD 1 80 77 80 12 40 30 1 min 22 773.75 LJ848 2229286.01 221441.42 7601 1.4 5220 N DRIFTWOOD 46 43 46 7 20 20 1 min 12 759.24 Page 1 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles OB945 2227418.41 222024.13 7680 1.5 1619 HAPPY HOLLOW RD 73 70 73 7 20 15 2 min 14 767.60 HR686 2227110.82 222056.31 7795 1.5 1810 HAPPY HOLLOW RD 44 41 44 10 20 20 1 min 3 770.10 WO015 2227091.41 222059.00 7802 1.5 1814 WEST HAPPY HOLLOW ROAD 1 103 25 45 30 1 min 18 774.38 UB617 2229323.31 221105.07 7922 1.5 5312 DRIFTWOOD DR 1 50 47 50 6 13 10 2 min 14 757.62 KK788 2227145.10 221862.43 7949 1.5 1723 HAPPY HOLLOW RD 48 45 48 10 20 15 1 min 12 761.37 RD787 2229801.67 220976.86 7966 1.5 5318 S BAXTER LN 53 50 53 12 21 10 2 min 12 758.42 DV205 2226970.10 221860.78 8035 1.5 1803 HAPPY HOLLOW RD 50 47 50 12 18 10 4 hr 12 759.53 RK688 2229603.02 220786.11 8184 1.6 5411 DRIFTWOOD 45 42 45 15 20 20 1 min 12 756.71 RH062 2225994.08 222256.70 8229 1.6 2303 HAPPY HOLLOW RD 40 38 40 10 20 50 1 min 12 770.36 UY445 2226148.06 222118.87 8252 1.6 1929 HAPPY HOLLOW RD 81 77 81 10 15 15 2 hr 12 761.35 WO174 2230390.50 220567.11 8312 1.6 809 BAXTERWOOD LN 39 36 39 6 20 20 1 min 12 759.32 KS544 2230577.61 220501.14 8367 1.6 745 HAPPY HOLLOW RD 47 44 47 10 15 10 10 min 16 760.05 KK742 2225594.90 222316.27 8425 1.6 HAPPY HOLLOW RD 45 42 45 10 20 20 1 min 12 765.96 RK680 2225595.06 222302.06 8436 1.6 W HAPPY HOLLOW RD 60 57 60 15 40 25 1 min 12 765.96 TT345 2225595.06 222302.06 8436 1.6 HAPPY HOLLOW RD 61 58 61 11 45 30 1 min 18 765.96 VJ325 2226512.92 236421.89 8480 1.6 2534 S OAKHILL RD 1 408 44 90 500 1 min 13 829.88 CS066 2226508.25 236430.22 8490 1.6 2534 S OAKHILL 1 145 70 80 10 4 hr 12 829.88 GG045 2239674.75 229377.33 8570 1.6 6419 READ RD 108 105 108 55 60 15 1 min 12 818.24 LZ558 2239680.47 229371.57 8576 1.6 READ RD 1 95 40 40 15 10 min 16 818.24 KZ624 2229140.30 220470.56 8580 1.6 5441 SHADY LN 44 41 44 12 20 20 1 min 15 754.13 CO551 2239686.32 229377.47 8582 1.6 N/A 608 51 210 1000 4 hr 13 818.24 EO710 2239686.32 229377.47 8582 1.6 N/A 520 52 205 1000 4 min 13 818.24 QK445 2239686.32 229377.47 8582 1.6 1715 S REED RD 137 134 137 70 100 20 2 hr 12 818.24 RK656 2239686.32 229377.47 8582 1.6 5215 S REED 122 119 122 55 80 30 2 min 12 818.24 WI620 2239686.32 229377.47 8582 1.6 S READ ROAD 100 97 100 76 90 15 1 min 18 818.24 YF461 2229605.72 220276.22 8688 1.6 5513 S DRIFTWOOD DR 1 46 43 46 10 17 12 2 min 12 753.76 WO194 2229329.01 220266.45 8744 1.7 5512 SOUTH DRIFTWOOD DRIVE 1 80 77 80 10 30 30 1 min 18 753.42 LZ452 2222887.15 233064.77 8872 1.7 2618 AVALON RD 114 111 114 70 90 15 1.05 min 18 798.04 MS458 2231310.80 219837.95 9029 1.7 5609 HWY 51 51 48 51 13 30 15 1 min 15 763.09 AC493 2239754.80 226272.48 9061 1.7 4408 READ RD 100 97 100 60 65 15 2 hr 12 829.97 AX406 2239772.30 226272.69 9077 1.7 4408 READ RD 1 94 92 94 50 55 12 2 hr 12 829.97 NB480 2229010.07 219928.51 9138 1.7 5721 SHADY LN 45 42 45 8 15 20 1 min 12 751.96 TH759 2229024.54 219911.55 9151 1.7 5523 S SHADY LN 49 46 49 8 40 30 2 min 12 751.86 TL094 2229110.03 219854.22 9190 1.7 1019 W SUNNY LN 43 40 43 13 20 22 2 min 12 751.74 CU871 2240323.27 228792.16 9214 1.7 3950 COLORADO TRAIL 1 92 89 92 60 65 12 4 hr 12 829.06 KM188 2240321.09 227904.96 9275 1.8 COLORADO TRL 105 100 105 70 75 10 2 min 12 821.71 IK245 2222292.35 232902.03 9339 1.8 2909 AVALON RD 45 40 45 25 27 10 1 min 12 776.12 LZ636 2240522.93 227953.70 9470 1.8 4057 COLORADO TRL 100 96 100 60 67 10 8 min 12 822.43 Page 2 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles XH683 2239819.26 224971.30 9587 1.8 4631 S READ RD 1 142 101 142 64 92 1000 1 hr 12 836.37 HI245 2239994.65 225183.01 9662 1.8 2525 E WOODMON RD 100 97 100 60 80 20 2 min 12 834.38 OL354 2240822.51 228798.94 9713 1.8 3931 COLORADO DR 103 100 103 61 80 20 2 min 14 832.11 HR694 2240940.41 228931.95 9829 1.9 3911 S COLORADO 108 105 108 60 70 30 1 min 12 832.19 HI202 2221055.25 227180.58 9913 1.9 3132 W EHRLINGER RD 150 147 50 30 60 20 1 min 12 780.98 ST725 2220864.89 227064.00 10122 1.9 3148 EHRLINGER RD 60 57 60 32 47 15 2 min 12 777.56 DC127 2221029.55 232119.45 10244 1.9 3231 S RIVER 173 1 40 30 2 hr 18 759.69 HR649 2241348.86 229676.10 10258 1.9 3819 MONTONA 100 97 100 60 65 15 1 min 12 829.69 YG191 2220508.07 229282.26 10295 1.9 3837 S RIVER RD 1 123 25 60 25 1 min 24 763.35 HI253 2221088.38 232822.11 10420 2.0 3109 S RIVER RD 64 61 64 2 20 15 1 min 12 760.47 HM271 2224129.47 237217.99 10515 2.0 2502 BURBANK 1 54 49 54 12 15 10 1 min 12 810.32 KK787 2220376.27 227115.00 10593 2.0 3224 EHRLINGER RD 114 111 114 7 20 20 1 min 12 764.40 RK679 2220269.72 227278.56 10671 2.0 4135 S RIVER RD 151 149 151 40 70 20 1 min 12 766.68 RO881 2220098.37 228900.42 10702 2.0 3850 S RIVER RD 120 10 40 30 1 min 12 755.02 UC355 2220098.63 228877.46 10702 2.0 3850 S RIVER RD 80 15 40 20 2 min 12 755.77 FK156 2221640.19 234626.34 10719 2.0 2731 S RIVER RD 112 109 112 45 50 12 2 min 18 776.06 IH669 2221411.25 234405.07 10805 2.0 2739 S RIVER RD 45 40 45 10 16 12 2 min 12 763.02 HZ769 2220219.92 226799.06 10807 2.0 3307 EHRLINGER RD 82 79 82 20 30 20 1 min 12 762.08 IH670 2221098.90 234326.10 11040 2.1 2801 S RIVER RD 60 55 60 3 7 12 2 min 12 762.15 KO359 2239853.45 221942.07 11211 2.1 5215 READ RD 1 470 65 180 800 2 min 13 830.07 IG142 2239865.09 221936.38 11224 2.1 5215 S READ RD 1 180 60 80 20 2 min 12 830.08 1 | |||
CV607 2232014.83 217624.28 11285 2.1 6047 HWY 51 S 45 42 45 14 18 12 2 hr 12 755.62 CG322 2232100.94 217285.95 11630 2.2 6108 HY 51 S 45 42 45 10 15 12 2 hr 12 754.40 SI913 2223265.78 237949.53 11632 2.2 N4589 PIONEER DR 1 250 43 160 600 5 min 24 811.71 TW803 2223268.43 237952.48 11632 2.2 N4581 PIONEER RD 1 80 77 80 40 60 18 2 min 12 811.71 1 | |||
RM003 2223274.29 237958.01 11632 2.2 N4589 PIONEER DR 455 53 165 400 6 min 30 811.71 RM004 2223270.95 237991.14 11660 2.2 N4589 PIONEER DR 1 490 80 170 450 8 min 26 811.09 RP316 2223270.95 237991.14 11660 2.2 N4589 PIONEER DR 1 490 25 165 250 6 min 24 811.09 CV596 2232122.54 217235.90 11682 2.2 6116 HWY 51 S 45 42 45 8 12 20 4 hr 12 754.32 NT297 2219214.03 227030.92 11753 2.2 4207 S OAKLEY 116 20 40 20 2 min 15 763.28 MS461 2219181.11 227013.42 11788 2.2 4215 OAKLEY RD 106 103 106 20 40 20 2 min 14 762.32 MF499 2223119.80 219906.51 11860 2.2 5612 S DUGGAN RD 100 15 25 20 1 min 12 759.51 HM276 2219095.94 226806.53 11908 2.3 S OAKLEY RD 105 100 105 15 25 10 1 min 12 751.74 EL999 2230238.89 216894.58 11987 2.3 6137 EDGEWATER DR 50 45 50 15 20 10 1 min 12 766.25 KM169 2229539.83 216863.84 12079 2.3 6102 S EDGEWATER 65 60 65 20 25 10 1 min 12 766.70 AV844 2234716.68 217340.86 12110 2.3 6100 PRAIRIE RD 110 105 110 65 75 40 2 hr 12 819.14 KU856 2229748.45 216779.52 12140 2.3 6118 EDGEWATER DR 65 60 65 20 26 10 2 min 12 766.87 UC382 2234709.67 217296.31 12150 2.3 6117 S CO G 97 60 85 20 2 min 12 819.01 Page 3 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles KZ655 2230410.99 216686.64 12186 2.3 6213 EDGEWATER 66 63 66 15 30 15 1 min 12 764.28 RT657 2218627.79 229826.91 12199 2.3 3700 S AFTON RD 1 143 35 62 25 1 min 12 782.54 IJ078 2218664.99 230281.11 12200 2.3 3628 AFTON RD JANESVILLE 190 30 80 25 10 min 28 791.89 LZ457 2218659.00 230287.24 12207 2.3 3627 AFTON RD 100 25 40 20 1 min 612 791.89 IH650 2218655.22 230360.46 12218 2.3 5109 AFTON RD CO D 1 65 60 65 25 32 10 2 min 12 794.07 LN097 2229943.07 216672.44 12229 2.3 6130 EDGEWATER 63 60 63 20 30 20 1 min 18 769.75 OL317 2218657.98 230595.58 12243 2.3 3550 AFTON RD 125 40 55 20 1 min 12 800.82 YE296 2218546.15 229472.09 12262 2.3 3766 S AFTON RD 120 20 60 30 3 min 12 769.40 WM141 2220997.87 236441.17 12266 2.3 2439 S RIVER RD 260 15 60 20 1 min 12 751.99 RC664 2218857.01 226192.26 12268 2.3 4405 OAKLEY RD 118 115 118 6 20 30 1 min 21 750.05 NB632 2230489.43 216565.45 12303 2.3 6221 EDGEWATER 60 57 60 23 40 20 1 min 12 766.28 RV733 2218466.46 229280.21 12336 2.3 3811 AFTON RD 120 31 60 20 1 min 12 769.97 SY183 2218456.96 229287.76 12346 2.3 3807 AFTON RD 80 10 60 20 2 min 12 769.25 UB651 2218427.32 229218.17 12374 2.3 3822 AFTON RD 1 240 30 42 30 2 min 12 772.17 WK661 2218802.39 225948.17 12379 2.3 4421 S OAKLEY ROAD 111 109 111 5 20 30 2 min 12 750.27 OT481 2230153.79 216478.43 12407 2.3 6212 S EDGEWATER DR 60 57 60 25 40 25 1 min 18 770.91 EL959 2230410.04 216444.24 12428 2.4 6237 EDGEWATER 60 58 60 20 25 10 2 min 12 771.17 NV085 2232364.87 216415.00 12524 2.4 6319 HWY 51 S 1 60 55 60 15 22 15 3 min 12 753.07 CU851 2230687.43 216238.26 12625 2.4 6303 EDGEWATER DR 58 55 58 25 30 10 12 771.28 KM196 2230514.64 216227.50 12640 2.4 EDGEWATER DR 62 57 62 25 30 10 2 min 12 773.49 KU827 2230514.64 216227.50 12640 2.4 EDGEWATER DR 65 60 65 23 30 10 2 min 12 773.49 OL316 2218158.93 228615.97 12647 2.4 3957 AFTON RD 185 15 30 25 1 min 12 776.51 OB950 2218196.44 230445.74 12683 2.4 3701 MAYNARD 100 40 60 15 1 min 12 804.97 HZ397 2221404.25 237676.25 12737 2.4 2239 S RIVER RD 53 48 53 15 15 10 1 min 12 773.24 EM822 2218589.02 232798.13 12776 2.4 3143 AFTON RD 160 80 90 10 4 hr 12 802.99 CU833 2218605.53 233248.82 12900 2.4 232 AFTON RD 1 133 130 133 20 20 15 4 hr 12 800.39 MS477 2218599.68 233242.92 12903 2.4 6245 AFTON RD 195 21 60 20 1.5 min 15 800.39 HM285 2218592.46 233262.89 12917 2.4 6321 AFTON RD 225 35 38 10 1 min 12 800.36 CU857 2218589.46 233265.77 12920 2.4 5808 AFTON RD 112 53 60 10 4 hr 12 800.36 QU960 2218587.88 233262.84 12921 2.4 6021 AFTON RD 135 22 40 20 1 hr 16 800.36 IG156 2218585.22 233260.26 12923 2.4 AFTON RD 200 90 110 15 2 min 12 800.36 MS468 2217914.00 227936.03 12931 2.4 4095 AFTON RD 156 153 156 20 40 20 1.5 min 20 770.17 WK072 2225093.35 240717.49 12932 2.4 3315 W CREEK VIEW PKWY 1 80 77 80 27 69 40 1 min 24 825.91 WM128 2218573.65 233260.13 12933 2.4 6447 AFTON RD 58 55 58 20 40 20 1 min 12 800.92 EL961 2230897.94 215901.02 12959 2.5 6337 EDGEWATER 1 60 58 60 15 20 10 1 min 12 767.55 OB921 2230422.36 215896.20 12975 2.5 6329 S KRUEGER DR 65 63 65 23 40 30 1 min 16 772.46 ST758 2218583.96 233421.71 12977 2.5 3037 AFTON RD 1 128 124 128 20 39 20 3 min 12 800.29 MF944 2218569.60 233768.54 13111 2.5 2954 AFTON RD 1 180 75 80 12 2 min 12 802.35 Page 4 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles YG991 2217842.12 226797.31 13144 2.5 4207 S AFTON RD 1 157 154 157 24 110 20 1 min 18 760.50 GG007 2230665.05 215686.89 13176 2.5 6404 EDGEWATER 62 60 62 20 25 15 2 min 12 771.60 NB625 2230459.85 215683.41 13186 2.5 6403 KRUEGER DR 57 54 57 20 40 20 1 min 14 772.02 MS456 2230200.83 215677.47 13204 2.5 6332 S KRUEGER 63 26 50 15 1 min 14 769.78 TN908 2228094.93 242088.96 13226 2.5 1424 S PEARL 1 164 75 93 10 2 min 12 846.73 NB633 2230175.58 215601.73 13281 2.5 6412 KRUGER RD 57 54 57 18 40 20 1 min 24 769.54 HZ793 2217819.04 226015.96 13319 2.5 4434 AFTON RD 72 69 72 20 30 20 1 min 12 759.88 IG200 2217646.76 226620.55 13367 2.5 4319 WARLANCE 66 63 66 18 40 15 1 min 12 759.91 LZ454 2230436.69 215499.07 13371 2.5 6417 KRUGER 55 52 55 21 30 20 1 min 12 770.68 EL947 2230812.16 215474.29 13387 2.5 6428 EDGEWATER DR 55 52 55 8 10 10 1 min 12 766.84 MF910 2217703.68 226077.01 13418 2.5 4309 S INDIAN LK 50 45 50 15 21 12 2 min 12 759.79 MF903 2230995.66 215374.74 13485 2.6 CUTTER DR 65 60 65 15 23 12 2 min 12 762.19 IH645 2230995.90 215354.70 13505 2.6 W CUTTER DR 65 60 65 15 22 10 2 min 12 762.19 YE393 2217851.01 225149.20 13508 2.6 4921 CR D 1 60 57 60 4 30 25 1 min 230 760.32 MF902 2230329.22 215360.77 13514 2.6 KRUGER DR 65 60 65 20 29 12 2 min 12 769.99 RT679 2230986.34 215342.92 13517 2.6 715 CUTTER DR 62 57 62 19 28 10 2 min 12 761.96 FK150 2217441.96 226737.10 13549 2.6 4300 S WARLANCE 74 71 74 20 30 15 2 min 12 762.06 6214 DUGGAN RD TH766 2224249.36 216981.58 13621 2.6 80 77 80 51 60 20 2 min 12 793.41 ALSO SERVES 6228 DUGGAN RD BD429 2224242.19 216972.75 13632 2.6 6214 DUGGAN ROAD 1 420 60 130 550 8 hr 14 793.41 CS065 2219776.32 220854.42 13686 2.6 BASS CREEK RD 66 63 66 8 15 10 4 hr 12 763.56 YH141 2219738.69 220896.28 13692 2.6 3421 W 3RD ST 1 100 19 32 30 1.5 min 16 763.59 LN100 2217266.94 226765.42 13717 2.6 4306 S WARLANCE 63 60 63 15 40 20 1 min 20 765.72 LJ832 2217349.16 226123.37 13755 2.6 4341 INDIAN LAKE DR 66 63 66 20 40 15 1 min 12 761.24 LJ836 2217248.06 226622.33 13759 2.6 4318 S WARLANCE L 76 73 76 12 50 15 1.5 min 18 764.04 HI238 2217592.65 225092.39 13771 2.6 3812 EAU CLAIRE RD 69 66 69 20 30 15 1 min 12 765.96 UF702 2219407.52 221159.38 13812 2.6 3439 3RD ST 100 10 40 20 2 min 12 760.99 RD729 2230178.53 215025.50 13856 2.6 6530 S KRUEGER DR 60 57 60 25 32 10 1 min 12 759.59 HM267 2218518.81 222525.77 13873 2.6 5041 AFTON RD 55 50 55 10 15 10 1 min 12 760.22 RH064 2217739.82 233729.06 13875 2.6 89 FALLING CREEK CIR 62 59 62 14 20 20 1 min 12 786.22 YI062 2218467.87 222530.31 13916 2.6 4931 AFTON RD 1 60 57 60 7 40 30 1 min 18 760.34 SD279 2217394.00 225235.98 13923 2.6 3836 W EAU CLAIRE RD 61 58 61 15 40 30 1 min 12 760.43 ST715 2245005.58 229997.51 13928 2.6 S CO RD J 143 75 89 20 2.5 min 12 837.43 VD111 2245008.16 230006.29 13931 2.6 S CO RD J 182 80 97 12 2.5 min 14 837.43 KM167 2217125.23 226216.39 13955 2.6 INDIAN LAKE DR 65 60 65 20 25 10 1 min 12 763.14 MF404 2218445.16 222465.90 13966 2.6 3812 6TH ST 54 51 54 20 30 20 1 min 18 761.21 SY140 2230322.38 214907.99 13966 2.6 826 WEST COVE 60 57 60 20 40 18 2 min 12 758.71 IG168 2217102.94 226186.98 13983 2.6 4415 S INDIAN LAKE DR 60 57 60 18 40 15 1 min 12 763.13 Page 5 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles WM138 2217355.93 225099.61 13997 2.7 4007 W EAU CLAIRE 280 20 100 30 1 min 12 769.67 RO887 2217356.00 225093.78 13998 2.7 4007 W EAU CLAIR 180 3 60 40 2 min 12 769.67 YI826 2217353.20 225079.17 14005 2.7 4007 WEST EAU CLAIRE ROAD 1 60 57 60 11 50 25 1 min 24 769.74 1 | |||
DV223 2228066.73 242898.16 14024 2.7 1301 S PEARL 240 120 130 15 4 hr 12 844.73 GG006 2230981.54 214808.53 14052 2.7 6554 EDGEWATER 62 59 62 15 20 15 2 min 12 755.27 LN060 2217215.67 225269.73 14086 2.7 3904 EAU CLAIRE RD 77 74 77 30 40 20 1 min 12 763.29 EL982 2218308.79 222453.82 14092 2.7 3723 6TH ST 59 54 59 25 30 10 1 min 12 762.75 HZ729 2217278.37 233017.93 14095 2.7 TRIPP RD 140 67 80 30 1 min 12 805.08 YF657 2218492.26 222105.22 14096 2.7 5208 AFTON RD 140 25 100 30 2 min 12 757.90 MZ158 2219591.62 220395.65 14108 2.7 3428 BASS CREEK RD 1 120 10 19 12 2 min 12 751.79 FP486 2216978.79 225729.27 14202 2.7 4449 INDIAN LK RD 62 59 62 15 20 15 2 min 12 761.38 IH687 2230335.46 214594.69 14279 2.7 6042 KRUGER DR 65 60 65 25 29 12 2 min 12 757.34 HZ732 2217013.18 225249.26 14287 2.7 3922 W EAU CLAIRE RD 71 68 71 25 35 15 1 min 18 772.36 HC806 2232986.96 214703.75 14300 2.7 G @ E TOWN LINE RD 110 70 110 45 80 1200 3 min 25 755.10 HC807 2232986.96 214703.75 14300 2.7 HWY G @ E TOWN LINE RD 93 45 60 10 2 min 24 755.10 IH688 2232986.96 214703.75 14300 2.7 E TOWNLINE 165 65 73 12 2 min 12 755.10 HZ724 2216496.61 228581.87 14310 2.7 3952 CEMETERY RD 108 105 108 40 50 15 1 min 12 800.36 AC491 2216518.93 227634.09 14347 2.7 4005 CEMETERY RD 230 50 60 150 2 hr 12 795.38 GK743 2232961.73 214628.37 14371 2.7 TOWN LINE RD 97 82 97 22 50 30 1 min 16 755.06 ND365 2232961.73 214628.37 14371 2.7 TOWNLINE RD 99 68 99 17 43 1100 1 min 18 755.06 KM162 2245119.26 225665.47 14398 2.7 4516 E CO J 165 65 68 10 1 min 12 839.10 CV624 2244927.36 233112.94 14404 2.7 2618 E AVALON RD 1 100 97 100 70 75 12 4 hr 0 844.39 OL314 2244959.81 233144.32 14444 2.7 3916 E AVALON RD 160 80 100 15 1 min 14 844.75 MS418 2216781.73 225412.91 14469 2.7 4527 INDIAN LAKE DR 65 62 65 19 40 20 1 min 12 767.95 NB435 2216821.11 225211.78 14482 2.7 4545 INDIAN LK 71 22 28 20 1 min 12 769.58 HI268 2218515.89 221191.72 14540 2.8 N/A 45 42 45 7 12 10 1 min 12 761.88 HI271 2218515.89 221191.72 14540 2.8 N/A 45 42 45 8 15 15 1 min 12 761.88 GK782 2225726.05 242810.33 14596 2.8 1303 S ARCH 1 125 120 125 70 80 10 1 min 12 833.58 IJ077 2216538.48 225767.78 14623 2.8 4500 S INDIAN LAKE 65 62 65 10 25 20 4 min 18 764.30 EL960 2235067.19 214562.13 14871 2.8 700 TOWNLINE RD 60 58 60 15 20 10 2 min 12 784.92 QU994 2217816.05 221654.85 14905 2.8 3801 3RD ST 180 50 70 100 2 hr 24 770.61 SZ874 2216025.53 231586.23 14994 2.8 N/A 424 31 86 550 1 min 13 816.87 IH529 2225882.90 214572.38 15153 2.9 W TOWNLINE 70 65 70 25 32 12 2 min 12 785.93 HZ738 2236350.62 214585.06 15250 2.9 1318 TOWNLINE RD 58 55 58 25 30 10 4 min 12 815.06 RO850 2215963.70 232995.38 15355 2.9 4326 TRIPP RD 80 20 40 20 1 min 12 809.77 KZ633 2215963.41 233021.25 15362 2.9 5135 TRIPP RD 160 80 95 15 1.5 min 12 809.80 SD300 2215954.93 233009.86 15368 2.9 4749 TRIPP RD 180 120 140 30 1 min 12 809.80 TN902 2217845.08 220059.45 15722 3.0 3800 PLYMOUTH CHURCH 1 143 75 93 12 2 min 12 800.95 Page 6 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles CV588 2224280.02 214549.70 15777 3.0 R 3 DUGGAN RD 1 145 55 65 15 8 hr 12 790.02 EL998 2245196.83 221861.50 15781 3.0 5204 E CO J 115 25 30 10 1 min 12 839.96 KU829 2224280.18 214535.49 15789 3.0 DUGGAN RD 70 65 70 25 30 10 2 min 12 790.02 MF904 2224280.18 214535.49 15789 3.0 DUGGAN RD 75 70 75 25 33 12 2 min 12 790.02 0 feet UB674 2217229.99 220866.53 15807 3.0 3820 W BASS CREEK RD 1 105 Above 16 20 2 min 28 754.74 Ground VL692 2233182.20 212992.95 16021 3.0 301 W TOWN LINE RD 123 99 123 25 40 700 2 min 12 760.33 LN052 2245205.96 221185.85 16104 3.0 5338 E COUNTY RD J 125 40 60 10 1 min 12 839.75 KZ608 2245192.23 221142.67 16112 3.1 CTY HWY J 300 80 100 20 2 min 24 839.87 KZ609 2245192.23 221142.67 16112 3.1 CTY HWY J 300 80 12 200 20 min 24 839.87 LN348 2245192.23 221142.67 16112 3.1 CO HWY J 510 70 200 600 3 min 36 839.87 UM631 2238648.49 214602.37 16182 3.1 2300 TOWNLINE RD 80 76 80 50 55 15 2 min 12 816.07 OL857 2227894.88 245080.54 16197 3.1 1317 W GRAND AVE 1 180 90 98 15 3 min 12 767.64 AS524 2245210.81 220901.97 16246 3.1 5403 CTY J 130 80 80 15 8 min 20 840.75 SY122 2239056.67 214592.71 16387 3.1 2125 W TOWNLINE RD 80 77 80 45 70 24 1 min 12 813.51 NV633 2214803.50 232997.19 16480 3.1 4235 TRIPP RD 120 50 70 15 2 min 14 817.02 LI689 2214797.67 232988.38 16483 3.1 4235 TRIPP RD 1 435 47 150 700 0.5 min 13 817.43 OT470 2224265.99 213676.95 16579 3.1 4214 S DUGAN RD 77 74 77 43 60 15 2 min 14 790.00 RO896 2216449.87 220505.45 16662 3.2 4006 PLYMOUTH CHURCH 100 35 80 30 1 min 12 776.84 XA864 2214511.63 225054.05 16759 3.2 4321 EAU CLAIRE 1 70 66 70 20 22 15 2 hr 12 772.45 IG133 2221670.43 243199.75 16797 3.2 2941 W BROOKVIEW CT 87 84 87 20 40 30 2 min 12 774.58 AC492 2237834.34 244537.24 16821 3.2 2008 E DELAVAN DR 48 46 48 18 22 15 2 hr 12 779.67 GK798 2226379.67 212663.42 16825 3.2 4112 WALTERS RD 40 31 36 10 15 10 1 min 18 780.54 RD740 2245236.03 219139.97 17207 3.3 5701 CO RD J 1 102 99 102 70 78 12 4 min 12 836.48 SZ864 2244719.84 239628.20 17224 3.3 1910 CO RD J 1 129 99 129 73 96 900 1 min 14 853.69 1 | |||
AC499 2213530.07 227519.26 17334 3.3 4537 CEMETERY RD 120 50 60 50 4 hr 18 799.56 KK793 2216034.56 219782.10 17392 3.3 4110 W PLYMOUTH CHURCH 120 35 60 40 1 min 14 801.42 LZ640 2230263.71 246607.93 17449 3.3 N3357 CHERRY RD 203 10 75 10 3 min 12 772.17 KT575 2213343.93 230097.78 17489 3.3 3644 TRACEY RD 200 42 80 20 3 min 12 799.04 AE603 2221152.55 214152.37 17650 3.3 2060 PROVINCIAL LN 73 70 73 40 40 15 8 hr 12 791.17 AB258 2221166.95 214141.23 17651 3.3 2031 PROVINCIAL 77 40 45 12 2 hr 12 791.30 CM543 2221118.45 214166.56 17657 3.3 990 PROVINCIAL LN 82 80 82 55 58 10 1 hr 12 790.90 NV096 2213293.98 226484.46 17687 3.3 4310 TRACEY RD 1 70 65 70 25 35 12 3 min 12 790.64 YF458 2221126.07 214016.48 17778 3.4 3129 PROVINCIAL LN 1 84 80 84 40 56 15 2 min 12 791.20 OB952 2213084.84 226926.49 17837 3.4 4225 S FOXMOOR DR 78 76 78 35 60 10 1 min 12 794.44 SH262 2226375.90 211607.82 17845 3.4 4003 WALTERS RD 114 110.5 110.5 35.8 50.4 4130 48 min 24 780.40 SD305 2215374.90 219946.51 17873 3.4 4224 PLYMOUTH CHURCH 120 40 60 30 1 min 12 779.22 EL924 2221275.73 213738.24 17930 3.4 3943 VICTORIAN LN 79 77 79 50 55 10 1 hr 12 791.09 Page 7 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles AT052 2221258.19 213740.59 17938 3.4 3955 VICTORIAN LA 75 78 75 45 48 12 2 hr 12 791.10 IG172 2212985.31 226820.80 17948 3.4 4224 S FOXMOOR 1 83 80 83 15 40 15 2 min 12 796.49 MS459 2220777.18 214023.86 17965 3.4 3219 PROVINCIAL LN 87 84 87 41 60 15.2 1 min 16 781.38 IG176 2214915.40 220545.41 17984 3.4 4328 PLYMOUTH CHURCH 120 35 50 20 1 min 12 766.12 OB997 2212800.54 227548.12 18059 3.4 4715 W CEMETERY RD 99 96 99 32 50 15 2 min 16 794.35 YH181 2215801.81 239184.73 18094 3.4 1915 S HAYNER RD 1 510 50 170 800 1 min 18 818.31 DV204 2212808.27 227084.95 18094 3.4 4200 FOXMOOR 75 72 75 40 45 10 12 797.06 KS566 2238018.97 245848.70 18098 3.4 909 SHARON RD 55 52 55 18 25 15 1 min 12 784.52 AV850 2212842.11 226399.72 18146 3.4 4717 WOODS EDGE 110 107 110 45 55 15 2 hr 8 794.84 LN093 2220737.10 213778.84 18191 3.4 3230 MARILYN PKWY 76 73 76 35 45 20 1 min 18 781.84 MZ198 2228541.63 247273.50 18260 3.5 507 S WASHINGTON ST 1 65 60 65 20 32 10 2 min 12 818.70 LZ461 2220565.90 213769.26 18294 3.5 3240 MARILYN PKWY 80 77 80 35 50 20 1 min 12 779.31 QK413 2212616.44 226876.92 18308 3.5 4229 S SPRING PK 86 83 86 35 60 20 1 min 13 800.50 YH031 2224552.94 246436.67 18404 3.5 ROCK PORT RD 140 50 80 25 1 min 24 840.06 OB823 2220780.65 213475.34 18420 3.5 3265 W MERILYN PKWY 75 71 75 25 25 18 1 min 15 781.04 NV647 2242355.50 214338.56 18428 3.5 6614 S PATRICK 87 84 87 48 60 20 2 min 16 815.22 KS545 2220330.20 213746.93 18447 3.5 4203 S CHIPPENDALE DR 70 67 70 30 40 10 2 min 18 779.41 HZ725 2212446.12 226423.84 18535 3.5 4835 WOODS EDGE 72 69 72 35 40 15 1 min 12 798.29 NB467 2220579.67 213454.50 18548 3.5 3295 W MARILYN PKWY 74 71 74 32 40 20 1 min 12 779.72 AV871 2212432.69 226421.14 18548 3.5 4851 WOODS EJHE RD. 85 83 85 35 40 12 2 hr 12 798.70 SY121 2214622.24 219776.78 18610 3.5 4404 PLYMOUTH CHURCH 140 20 60 20 2 min 18 781.37 HI252 2212395.28 226247.24 18610 3.5 4815 WOODS EDGE 80 77 80 30 40 15 1 min 12 790.87 KZ626 2212304.66 226782.78 18629 3.5 4306 SPRING PARK DR 97 94 97 35 50 15 1 min 12 801.89 RC212 2220891.62 213139.44 18642 3.5 3266 VEL MARGE PKWY 73 71 73 40 45 15 2 min 16 791.09 HM292 2243067.35 214607.13 18667 3.5 3111 TOWNLINE RD 85 80 85 50 60 10 2 min 12 816.57 KS703 2220351.23 213456.67 18674 3.5 3325 W MARILYN DR 66 63 66 30 40 20 1 min 12 777.63 LN056 2212190.81 227450.74 18674 3.5 4805 W CEMETERY 84 81 84 35 60 20 1 min 12 791.66 MN790 2212194.93 227095.77 18703 3.5 4807 W GREENFIELD 74 71 74 32 50 20 7 min 12 795.96 LN091 2212093.65 227672.38 18754 3.6 4823 W CEMETERY RD 82 79 82 35 70 10 1 min 12 790.43 RD748 2220598.34 213135.42 18804 3.6 3298 VEL-MARGE PKWY 60 57 60 22 38 15 2 min 12 785.53 RD759 2220598.34 213135.42 18804 3.6 3299 VEL-MARGE PKWY 70 60 70 8 40 50 48 hr 12 785.53 RH089 2220598.34 213135.42 18804 3.6 3300 VEL-MARGE PKWY 67 64 67 20 40 20 1 min 12 785.53 RK639 2220598.34 213135.42 18804 3.6 3301 VEL-MARGE PKWY 97 94 97 50 70 20 1 min 12 785.53 RK685 2220598.34 213135.42 18804 3.6 3302 VEL-MARGE PKWY 120 30 60 20 1 min 12 785.53 RD734 2220578.28 213146.13 18806 3.6 3296 VEL-MARGE PKWY 73 70 73 35 47 12 2 min 12 784.34 RC208 2220575.14 213138.07 18814 3.6 3326 W VEL MARGE PKWY 69 65 69 40 47 15 2 min 16 784.34 RD735 2220589.85 213123.66 18818 3.6 3297 VEL-MARGE PKWY 143 40 51 15 2 min 12 785.53 LZ480 2228815.19 210162.69 18819 3.6 451 WOODLAND DR 55 52 55 7 15 20 1 min 18 747.28 ST727 2219808.35 213636.12 18839 3.6 3404 MARILYN PKWY 66 63 66 28 43 20 3 min 12 783.40 Page 8 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles MF434 2212063.36 226494.77 18904 3.6 4838 W WOOD EDGE RD 94 91 94 40 55 20 1 min 12 801.10 MD159 2245258.47 216379.22 18929 3.6 6014 S HWY J 1 100 80 100 54 79 800 0.5 min 13 834.45 WK665 2221329.48 212528.02 18937 3.6 4074 S HAMILTON DR 1 69 66 69 35 50 24 2 min 12 791.44 1 | |||
TD956 2245290.21 216382.52 18951 3.6 6014 S CO J 125 105 125 77 100 900 1 min 13 834.29 TH758 2245290.21 216382.52 18951 3.6 S628 S CO J 140 70 100 20 2 min 12 834.29 QO776 2219627.64 213610.04 18967 3.6 3408 W MARILYN DR 60 56 60 38 44 15 3 min 12 790.09 HZ386 2228699.04 209980.19 19013 3.6 440 WOODLAND DR 46 41 46 5 10 10 1 min 12 748.90 AW308 2228605.32 209976.92 19028 3.6 434 WOODLAND 49 47 49 4 8 10 2 hr 12 748.57 VD118 2229041.08 209918.91 19037 3.6 3649 GLENNWOOD DR 1 48 40 48 10 19 10 2 min 12 750.13 TN946 2220175.86 213121.57 19049 3.6 S VEL MARGE PKWY 63 60 63 20 42 15 2 min 12 773.52 VD108 2220175.86 213121.57 19049 3.6 VEL MARGE PKWY 136 132 136 30 47 10 2.5 hr 14 773.52 NT277 2211783.72 227159.84 19106 3.6 4833 GREENFIELD DR 75 72 75 30 50 20 1 min 18 786.87 ST169 2228418.39 209904.41 19123 3.6 419 ACORN 47 44 47 4 20 20 1 min 12 748.42 TH060 2220022.58 213051.33 19194 3.6 3403 VEL MARGE PKWY 63 59 63 22 28 12 2 min 18 778.77 WN398 2222452.46 246402.95 19199 3.6 3145 ROCKPORT RD 1 60 57 60 7 30 25 1 min 20 831.53 RK673 2250273.53 230287.56 19203 3.6 3620 S LAPRAIRIE TOWNHALL 160 80 120 20 1 min 12 901.10 MZ159 2228165.75 209829.69 19232 3.6 3610 IDLEWILD 1 50 47 50 6 19 10 2 min 12 746.85 TW804 2224223.49 210809.04 19256 3.6 3918 S DAGGAN RD 80 77 80 40 60 20 2 min 12 780.99 XI360 2250347.68 227791.36 19274 3.7 4600 E MAPLE LN 1 145 40 80 30 1 min 18 825.89 YE292 2250347.68 227791.36 19274 3.7 5001 MAPLE LANE 140 60 100 40 3 min 12 825.89 YL161 2228719.68 209686.29 19303 3.7 3616 GLENWOOD DR 1 48 44 48 10 22 12 3 min 12 752.03 SH199 2211546.42 227297.59 19330 3.7 4903 W CEMETARY RD 155 153 155 37 80 20 1 min 12 793.80 ST772 2231917.50 248559.44 19411 3.7 2134 S RIVER ST 1 124 35 57 30 2 min 12 769.94 SF968 2231920.46 248559.47 19411 3.7 2134 S RIVER ST 1 55 52 55 25 39 15 3 min 12 769.94 1 | |||
WK712 2220708.38 212282.66 19466 3.7 5317 N NEWVILLE RD 79 76 79 35 60 25 1 min 26 787.32 1 | |||
WL807 2220708.38 212282.66 19466 3.7 4536 CR G 80 77 80 33 60 25 1 min 24 787.32 GD134 2225323.80 247938.05 19586 3.7 BAKKE RD 218 6 63 15 1 min 24 824.79 MO557 2225349.66 247958.40 19599 3.7 325 S ARCH ST 1 100 24 60 20 1 min 15 824.58 CU870 2223596.14 247367.23 19616 3.7 5101 S JOHNSON RD 1 105 35 40 10 4 hr 12 842.87 LJ833 2250132.29 233863.28 19623 3.7 2945 LA PRAIIRE TOWN HALL RD 100 50 70 20 1 min 15 866.86 WN221 2230383.71 248930.38 19766 3.7 121 S HIGH ST 1 98 95 98 22 70 20 1 min 18 788.95 QO773 2229307.23 209155.12 19773 3.7 731 PHILHOWER RD 75 70 75 48 54 12 3 min 12 794.07 MF472 2214748.94 217406.82 19780 3.7 4332 NOSS RD 120 60 80 20 1 min 20 809.83 LJ837 2230278.61 249018.46 19858 3.8 129 S HIGH ST 1 108 105 108 5 25 20 1 min 12 791.32 OT443 2211954.33 235625.38 19962 3.8 4643 OLEARY RD 85 10 30 15 1 min 14 816.98 UW210 2211948.47 235619.49 19966 3.8 4643 OLEARY RD 1 425 24 87 700 1 hr 13 816.98 KM296 2214810.60 241075.35 19996 3.8 4232 HANOVER RD 123 26 50 20 1 min 18 825.72 Page 9 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles CU114 2234765.57 248830.72 20021 3.8 1149 HOME PARK 1 430 50 190 1000 4 hr 13 843.92 RT656 2229721.75 208862.51 20035 3.8 PHILHOWER RD 64 60 64 25 45 20 3 min 12 771.50 SF966 2229736.16 208851.01 20046 3.8 749 PHILHOWER RD 1 63 59 63 23 39 20 2 min 12 768.68 SF954 2229474.54 208853.08 20061 3.8 735 PHILHOWER RD 1 66 63 66 22 31 15 2 min 12 764.88 SF959 2229474.54 208853.08 20061 3.8 735 PHILHOWER RD 60 57 60 15 27 15 2 min 12 764.88 GG069 2214415.27 217382.39 20066 3.8 4412 NOSS RD 140 70 80 15 1 min 12 833.70 LZ637 2250053.33 235823.25 20118 3.8 TOWN HALL RD 123 50 57 10 6 min 12 864.44 SY117 2250059.32 235817.86 20122 3.8 S LA PRAIRIE TOWNHALL 160 100 140 20 2 min 12 863.54 UF600 2244879.14 243905.27 20229 3.8 E CO RD O 110 90 110 28 78 700 2 hr 16 829.09 IG116 2210576.08 227663.99 20269 3.8 4939 N CEMETARY RD 119 116 119 45 60 15 1 min 12 815.82 IJ090 2233652.53 208746.72 20292 3.8 3495 FLACK RD 93 90 93 35 69 10 6 min 14 788.82 HZ385 2228425.64 208696.21 20321 3.8 83 AUBURN 48 43 48 10 15 10 1 min 12 754.87 MO319 2234849.58 208903.40 20330 3.9 3500 PRAIRIE AVE 108 105 108 40 50 25 1 min 12 779.13 SD307 2210479.20 227761.72 20359 3.9 5114 W CEMETERY RD 145 142 145 60 80 20 1 min 12 814.95 OL900 2224185.86 209618.20 20389 3.9 3763 DUGGAN RD 85 80 85 43 59 15 4 min 12 780.97 HI287 2233637.68 208612.41 20423 3.9 3469 FLAK RD 86 83 86 45 60 20 1 min 12 790.23 HZ785 2235852.83 208885.79 20561 3.9 PHILHOWER RD 95 92 95 55 80 20 1 min 12 800.32 OT410 2233634.90 208437.43 20596 3.9 3459 S FLACK RD 103 101 103 53 75 20 1 min 15 794.37 WK676 2250027.14 237245.53 20615 3.9 2232 S LAPRARIE TOWNHALL RD 160 50 80 20 1 min 12 866.70 SY119 2242445.68 211582.64 20723 3.9 7114 S PATRIC RD 80 77 80 60 75 15 2 min 12 816.67 NB491 2236819.94 208892.94 20804 3.9 1518 E PHILHOWER RD 86 84 86 45 60 15 1 min 12 802.72 RT681 2226917.85 208356.61 20894 4.0 23 E AUBURN RD 53 50 53 5 12 15 3 min 42 746.61 NT292 2223967.18 208995.71 21049 4.0 3730 S DUGGAN RD 79 76 79 40 60 20 2 min 18 781.35 IH640 2231676.10 250246.00 21086 4.0 51 S MAIN 1 50 45 50 3 8 10 2 min 12 783.93 OT485 2223924.08 208781.63 21266 4.0 3684 DUGGAN RD 82 79 82 41 60 20 1 min 18 782.09 OB934 2213287.51 216805.12 21322 4.0 4629 W NOSS RD 120 60 80 25 1 min 20 830.54 EL989 2209469.42 227317.48 21398 4.1 5331 CEMETERY RD 65 60 65 40 55 10 1 min 12 804.95 WK674 2218153.81 211615.91 21446 4.1 2442 W FINLEY RD 180 40 60 20 2 min 12 774.55 MS457 2218560.69 211266.52 21493 4.1 2402 FINLEY RD 180 22 50 15 1.5 min 16 792.10 II119 2250483.03 238374.62 21498 4.1 5109 E LONE LN 145 51 85 20 2 min 12 868.34 ST782 2233892.53 207406.04 21653 4.1 1637 SECURITY 1 80 77 80 49 62 20 2 min 12 802.47 SY139 2235446.27 250455.68 21749 4.1 7335 PETTER 160 50 120 20 1 min 12 855.28 RC663 2233033.83 207155.72 21803 4.1 1415 E SECURITY RD 96 94 96 5.5 65 20 1 min 12 800.74 WK891 2228721.31 250864.32 21806 4.1 MADISON RD 118 109 118 68 76 50 1 min 18 829.95 AZ461 2232936.73 207141.45 21808 4.1 1409 SECURITY RD 1 77 75 77 45 60 10 1 hr 10 800.74 ST705 2233149.76 207012.02 21957 4.2 1446 SECURITY 96 93 96 50 67 20 3 min 12 799.81 HR614 2247514.49 243691.14 21970 4.2 4133 CTY O 180 63 80 40 1.5 min 12 855.68 KM187 2233148.15 206989.04 21980 4.2 1435 SECURITY 85 80 85 55 63 10 1 min 12 799.99 Page 10 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles QZ050 2233507.68 207003.11 22004 4.2 141 SE SECURITY RD 96 94 96 55 65 20 1 hr 12 800.76 QZ047 2208772.20 228501.51 22034 4.2 3931 MURRY RD 119 117 119 30 60 4 1 min 12 797.97 MF493 2217669.87 211240.22 22036 4.2 2492 W FINLEY RD 180 60 70 25 1 min 16 794.93 IG138 2208775.86 229768.86 22037 4.2 3701 MURRAY 156 153 156 80 120 30 1 min 12 838.39 RK690 2208772.99 229760.08 22039 4.2 3701 MURRAY RD 120 117 120 55 80 20 1 min 12 836.67 LE040 2242297.20 209752.54 22198 4.2 7448 S PATRICK RD 78 75 78 37 65 15 2 min 16 809.35 LT052 2224150.88 207720.64 22200 4.2 3525 S DUGGAN RD 67 64 67 22 40 20 1 min 18 765.72 OL889 2227514.97 206924.12 22202 4.2 COMMUNITY DR 50 47 50 3 13 12 3 min 26 748.67 KK757 2216882.23 211602.18 22234 4.2 2652 W FINLEY 180 52 70 25 1 min 12 795.15 NT289 2226910.37 206992.25 22236 4.2 435 COMMUNITY AVE 45 42 45 4 20 15 2 min 18 746.61 MS408 2247922.52 243672.89 22265 4.2 4217 COUNTY RD O 160 70 85 20 1.5 min 12 856.92 WK682 2216756.48 211597.51 22317 4.2 2678 W FINLEY RD 200 25 60 20 1 min 12 803.33 QZ019 2253067.69 224896.26 22336 4.2 4633 BELDING RD 180 120 140 15 1 hr 24 919.13 WM150 2233605.26 206588.75 22427 4.2 1612 E SECURITY RD 78 75 78 45 60 20 1 min 12 799.79 HZ701 2208425.53 230941.30 22457 4.3 3421 MURRAY RD 116 113 116 75 80 20 1 min 12 866.11 SD276 2208528.30 232908.06 22607 4.3 5243 W TRIPP RD 220 50 80 30 1 min 12 862.24 KS592 2216246.83 211596.62 22643 4.3 2655 W FINLEY RD 240 35 60 20 2 min 16 788.86 YH150 2216238.30 211588.14 22655 4.3 2655 FINLEY RD 1 220 30 42 40 1.5 min 12 789.64 KM166 2235439.58 206569.64 22734 4.3 2007 WALTON LN 85 80 85 60 65 10 1 min 12 805.46 NB686 2235515.42 206559.24 22759 4.3 2015 WALTON LN 88 85 88 57 70 20 1 min 14 805.52 IH678 2235543.44 206559.21 22765 4.3 2023 WALTON LN 85 80 85 60 67 12 2 min 12 805.52 NV606 2227067.23 206379.52 22812 4.3 279 E SOUTH AVE 44 41 44 6 15 20 1 min 12 746.61 IH677 2236104.41 206582.65 22861 4.3 2119 WALTON LN 85 80 85 56 63 10 2 min 12 805.23 CM535 2236180.83 206569.35 22891 4.3 2118 WALTON LN 73 71 73 50 53 10 1 hr 12 805.36 LZ474 2236444.22 206579.41 22942 4.3 2177 WALTON LN 88 85 88 55 65 15 1 min 12 805.49 VD110 2236506.85 206592.19 22945 4.3 WALTON LN 75 72 75 49 57 20 2.5 min 12 805.58 EL918 2236441.39 206568.08 22953 4.3 2177 WALTON LN 1 50 48 50 12 15 10 1 hr 12 805.49 MF924 2236515.84 206583.54 22955 4.3 WALTON LN 80 75 80 55 60 10 2 min 12 805.58 MZ173 2236515.84 206583.54 22955 4.3 WALTON LN 85 80 85 55 66 12 2 min 12 805.58 TH743 2236479.65 206568.53 22961 4.3 2176 WALTON LN 100 97 100 60 80 20 1 min 12 805.53 MS485 2221023.93 249895.36 22965 4.3 203 WAVLAND RD 1 80 77 80 32 50 20 1 min 24 875.60 NV077 2227346.70 206071.10 23071 4.4 805 LINDA AVE 63 60 63 5 16 20 3 min 12 748.04 SF953 2227395.33 206059.63 23075 4.4 145 YOST RD 1 140 136 140 55 78 25 2 min 12 748.28 NV082 2227033.33 206071.14 23122 4.4 106 YOST DR 1 62 60 62 4 12 12 3 min 24 746.61 FP420 2227405.57 205989.04 23143 4.4 438 LINDA DR 44 41 44 8 15 15 4 min 12 748.55 YL162 2227277.61 205963.51 23188 4.4 433 E LINDA AVE 1 44 40 44 8 16 10 2 min 14 747.67 YF459 2226939.68 206014.29 23194 4.4 104 E YOST DR 1 45 42 45 6 13 20 2 min 14 746.61 AV843 2249710.06 242941.83 23203 4.4 1308 TOWN HALL RD. 100 45 55 10 2 min 8 859.73 Page 11 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles KO352 2218233.02 248621.57 23216 4.4 2700 E RIDGE RD 1 120 100 120 30 79 1000 0.5 min 13 828.71 1 | |||
YG253 2208515.58 235555.90 23218 4.4 5118 W O'LEARY RD 102 41 80 20 1 min 24 883.56 BA171 2207926.53 233363.80 23280 4.4 RT 5 MURRY RD 50 47 50 20 25 15 8 min 24 877.46 OL867 2227097.10 205821.10 23358 4.4 405 LINDA 1 50 47 50 6 14 12 3 min 24 746.64 HR700 2227245.67 205742.26 23412 4.4 420 LINDA 48 45 48 10 15 10 2 min 24 747.21 SD301 2214969.17 211571.99 23506 4.5 3036 FINLEY RD 120 30 60 30 2 min 12 801.56 SP916 2228332.28 205493.10 23513 4.5 595 E AZALEA TERR 87 84 87 45 65 10 1 min 12 781.15 IG124 2228206.50 205442.07 23578 4.5 575 E AZALEA 87 84 87 30 50 25 1 min 12 776.58 MF492 2228060.96 205444.76 23592 4.5 555 E AZELEA TERR 87 84 87 52 60 20 1 min 12 779.79 TH748 2210435.53 217024.25 23612 4.5 5145 W NOSS RD 120 70 100 15 2 min 12 850.35 CG325 2210357.64 217104.33 23639 4.5 NOSS. ROAD 120 75 80 15 2 hr 12 849.68 CU831 2210351.63 217112.65 23640 4.5 NOSS RD 140 65 70 12 4 hr 12 849.68 FP412 2210351.63 217112.65 23640 4.5 HOSS RD 140 65 75 15 2 min 12 849.68 WG742 2233878.54 205260.12 23779 4.5 1615 ZICK DR 1 57 51 57 20 42 25 1 min 24 803.91 KU852 2221752.42 206862.44 23833 4.5 1838 WALTERS RD 150 75 80 10 2 min 12 817.17 RC662 2249987.62 243696.17 23880 4.5 4601 E COUNTY RD O 80 40 60 50 1 hr 12 862.45 TW830 2244367.73 208995.31 23942 4.5 3335 S CREEK PKWY 70 67 70 40 60 18 2 min 12 809.84 SY172 2234268.21 205142.99 23946 4.5 1708 E ZICK 1 70 67 70 30 40 10 1 min 12 804.68 FU943 2242157.28 250507.79 24080 4.6 2800 ROYAL 1 85 82 85 28 50 25 2 min 18 802.16 1 | |||
OL866 2225041.59 252529.17 24089 4.6 612 E CHURCH ST 55 50 55 25 30 10 3 min 12 848.24 OL872 2209802.00 217009.05 24168 4.6 5311 NOSS RD 165 105 122 12 4 min 12 854.30 RT661 2208470.44 219713.84 24178 4.6 5546 W PLYMOUTH CHUR 1 144 56 69 20 2 min 12 789.99 QK449 2209790.80 216773.11 24295 4.6 6123 S BAKKE RD 140 86 100 10 2 hr 14 862.49 NV643 2255364.84 230596.28 24304 4.6 3516 VAN ALLEN RD 225 90 100 20 1 min 17 911.34 MB563 2250443.86 243823.64 24319 4.6 5220 CTY O 152 12 42 20 1 min 18 864.82 WL826 2207850.70 237091.66 24320 4.6 2320 S MURRAY RD 1 202 85 140 25 1 min 24 889.45 OL343 2255527.27 230081.87 24438 4.6 3634 S VAN ALLEN RD 220 65 80 25 1.5 min 12 901.10 HZ396 2213536.96 211565.07 24501 4.6 3308 W FINLEY RD 165 20 20 12 1 min 12 810.35 KZ687 2250716.54 243766.93 24503 4.6 4747 HWY 14 140 60 80 20 2 min 12 864.92 YI376 2255407.33 233020.70 24621 4.7 E AVALON RD 280 125 200 30 1 min 20 910.24 UW971 2255714.85 227707.41 24637 4.7 E MAPLE LN 510 80 180 450 5 min 24 877.03 VC973 2255714.85 227707.41 24637 4.7 E MAPLE 550 25 200 600 12 min 24 877.03 UB646 2254224.79 238026.86 24797 4.7 LONE LANE RD 203 45 52 25 3 min 18 889.91 VE268 2222548.38 252653.50 24932 4.7 672 SUNSET DR 1 465 9 160 800 1 min 14 886.30 TN903 2239386.62 252666.54 24952 4.7 63 S SUMAC DR 1 84 10 22 15 3 min 12 861.26 RT695 2225651.82 253596.82 24990 4.7 420 LINDA AVE 56 53 56 4 16 15 3 min 12 851.22 NB404 2255819.96 232995.36 25024 4.7 6121 E AVLON RD 220 130 175 25 1 min 12 907.64 FQ180 2228543.10 203924.22 25052 4.7 3035 PETUNIA LN 77 72 77 45 50 10 1 hr 12 793.25 Page 12 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles MS431 2218231.82 207240.01 25065 4.7 2381 W CREEDY RD 200 75 100 40 1 min 18 852.16 WM109 2209437.73 215694.09 25152 4.8 6346 BAKKE RD 100 20 80 20 1 min 12 826.08 MO330 2255311.63 235980.62 25176 4.8 2537 S VAN ALLEN 160 100 120 25 1.5 min 14 928.43 MS466 2212465.69 211561.07 25272 4.8 3502 FINLEY RD 120 30 60 20 1.5 min 19 793.17 NV079 2219366.47 206291.86 25353 4.8 2220 CREEDY RD 1 300 100 155 65 4 min 24 888.24 WP921 2219328.59 206305.66 25358 4.8 2220 W CREEDY RD 1 310 85 180 75 1 min 18 886.87 LT066 2219349.02 206285.84 25366 4.8 2220 W CREEDY RD 265 80 100 75 1 min 18 888.24 ST743 2249856.02 246295.16 25452 4.8 4510 E HWY 14 1 57 49 57 30 36 15 2 min 12 864.80 NB700 2217892.84 206976.00 25465 4.8 2421 CREEDY RD 180 110 120 15 1 min 19 860.24 ST786 2249867.30 246318.26 25476 4.8 4510 W HWY 14 1 320 50 109 15 3 min 12 864.82 ST797 2249867.30 246318.26 25476 4.8 4510 E HWY 14 1 200 70 92 15 2 min 12 864.82 UF710 2211716.02 246284.68 25697 4.9 4837 W ROCKPORT RD 140 70 100 20 2 min 12 899.00 MF451 2206774.27 219712.55 25754 4.9 5836 W PLYMOUTH CHURCH 140 70 80 20 1 min 12 851.13 WM108 2209459.45 214447.42 25812 4.9 5901 S BAKKE RD 100 50 80 20 1 min 12 786.58 ST736 2224786.69 203755.32 25847 4.9 W807 BIG HILL RD 264 120 158 20 2 min 12 892.56 TT310 2252989.18 243120.97 26005 4.9 E HWY 14 183 49 140 20 1 min 18 880.80 QT826 2209463.23 213919.69 26109 4.9 4120 BAKKE RD 55 51 55 16 19 10 4 min 12 789.49 IG112 2255294.77 239193.77 26225 5.0 1812 VAN ALLEN 165 25 50 20 2 min 12 869.83 WK889 2239556.28 254202.00 26458 5.0 2440 PLYMOUTH AVE 1 80 77 80 5 40 25 1 min 18 864.59 1 | |||
AC494 2210705.73 211597.43 26555 5.0 R 3 FINLEY RD 100 97 100 70 75 15 24 hr 12 790.96 SD306 2231261.51 255744.53 26574 5.0 1918 THOMAS ST 91 88 91 57 80 30 1 min 12 864.33 IH504 2231255.56 255747.38 26577 5.0 2151 THOMAS 105 100 105 35 48 10 2 min 12 864.33 OL853 2210677.03 211585.45 26585 5.0 FINLEY RD 165 43 51 22 3 min 24 791.29 DV245 2231258.42 255756.16 26586 5.0 1929 THOMAS ST 90 87 90 55 60 10 2 hr 12 864.84 YF644 2231243.87 255758.91 26588 5.0 1924 THOMAS ST 98 95 98 50 80 25 3 min 12 864.53 YH139 2231243.87 255758.91 26588 5.0 THOMAS ST 79 75 79 45 55 10 2.5 min 12 864.53 YH161 2231243.87 255758.91 26588 5.0 E THOMAS STREET 60 56 60 5 12 10 3 min 12 864.53 UB628 2231241.11 255764.71 26594 5.0 2109 THOMAS ST 70 67 70 43 51 20 2 min 12 864.53 UC371 2231241.11 255764.71 26594 5.0 2029 THOMAS ST 80 77 80 50 60 25 2 min 12 864.53 UF705 2231241.11 255764.71 26594 5.0 THOMAS ST 78 75 78 40 60 15 2 min 12 864.53 RO826 2231255.36 255764.87 26594 5.0 2120 THOMAS ST 108 105 108 61 80 30 1 min 12 864.84 MF462 2231243.73 255770.20 26600 5.0 2156 THOMAS RD 82 79 82 45 60 20 1 min 18 864.53 Notes: | |||
: 1) Owners Address | |||
: 2) WI-State Plan South Zone NAD83 (HARN) | |||
: 3) bgs = Below Ground Surface | |||
: 4) ags = Above Ground Surface Page 13 of 13 | |||
ENCLOSURE 2 ATTACHMENT 1 SHINE MEDICAL TECHNOLOGIES, INC. | |||
SHINE MEDICAL TECHNOLOGIES, INC. APPLICATION FOR CONSTRUCTION PERMIT RESPONSE TO REQUEST FOR ADDITIONAL INFORMATION WELLS WITHIN FIVE MILES OF THE SHINE SITE 13 pages follow | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles OL880 2229714.94 230279.42 1615 0.3 3587 RIVERSIDE DR 75 70 75 50 54 10 3 min 12 818.73 QZ012 2229707.06 230331.45 1658 0.3 3577 RIVERSIDE DR 101 98 101 55 70 20 1 hr 12 819.65 UJ792 2229329.02 227819.37 1864 0.4 N/A 405 53 151 525 1 min 14 807.11 GG040 2229324.42 227613.38 1996 0.4 4065 RIVERSIDE DR 52 50 52 6 10 10 1 min 12 806.57 HZ401 2229340.79 227316.15 2189 0.4 4115 HWY 51 N 1 57 52 57 20 20 10 1 min 12 805.28 HZ403 2229340.79 227316.15 2189 0.4 4116 HWY 51 N 1 68 63 68 30 50 12 1 min 12 805.28 1 | |||
QK281 2229333.49 227318.98 2192 0.4 4115 HWY 51 N 46 41 46 9 10 10 3 min 12 805.28 1 | |||
HZ382 2229337.93 227307.73 2197 0.4 4115 HWY 51 N 48 43 48 15 20 10 1 min 12 805.28 1 | |||
UF534 2229322.08 227304.63 2210 0.4 4115 N US HWY 51 140 28 39 14 2 min 14 805.28 1 | |||
IH528 2229328.11 227295.96 2212 0.4 4115 HWY 51 N 65 60 65 25 29 12 2 min 12 805.28 LW633 2229336.85 227284.76 2214 0.4 4115 S RIVERSIDE DR 28 26 28 1 15 10 2 min 15 805.17 LZ499 2229381.67 231163.43 2507 0.5 3469 RIVERSIDE DR 67 64 67 22 40 20 1 min 16 821.26 MF461 2228697.72 230882.02 2660 0.5 1110 W KNILANS RD 82 79 82 45 60 20 1 min 12 814.71 HZ788 2229245.32 231640.78 2977 0.6 3375 RIVERSIDE DR 82 79 82 55 70 20 1 min 16 821.46 YE304 2230721.21 232430.33 3266 0.6 705 W STATE HWY 11 100 96 100 75 85 30 2 min 12 827.95 KK783 2229242.75 232162.70 3427 0.6 3280 HWY 51 S 108 105 108 45 55 15 1 min 12 810.09 RT682 2229239.00 232231.18 3489 0.7 3270 RIVERSIDE DR 63 60 63 15 23 15 3 min 12 807.50 RC668 2234487.26 229949.10 3496 0.7 3719 S COUNTY RD G 100 97 100 70 80 40 1 hr 12 822.43 UB645 2229221.03 232457.32 3698 0.7 3230 RIVERSIDE DR 1 48 45 48 15 23 10 2 min 12 803.44 QV413 2226647.75 228794.00 4158 0.8 4004 S OAKHILL AVE 1 131 100 130 45 80 1000 1 min 15 799.82 1 | |||
QO763 2229268.26 233163.52 4322 0.8 2971 RIVERSIDE DR 80 76 80 48 62 15 4 min 12 800.71 WI347 2229279.63 233180.78 4333 0.8 W SOUTH CREEK PKWY 77 74 77 38 60 20 1 min 18 800.97 LZ458 2234467.82 231839.11 4350 0.8 3332 COUNTY RD J 116 113 116 70 90 20 1 min 12 830.89 KS529 2228819.29 233123.68 4474 0.8 505 W AVALON RD 107 104 107 67 80 15 1 min 12 802.54 RC203 2234539.38 225596.99 4797 0.9 4537 S CO HWY G 101 97 101 50 50 12 2 min 12 822.95 AS859 2225916.19 231698.94 5553 1.1 3330 S OAKHILL AVE 95 92 95 45 50 15 8 min 16 807.95 NB689 2235412.18 232635.43 5585 1.1 1202 DETROIT AVE 98 95 98 65 80 20 1 min 16 833.60 CG358 2229226.46 234629.73 5718 1.1 2821 CENTER AVE (HWY 51 S) 118 105 118 55 65 220 12 hr 18 810.26 CG359 2229226.46 234629.73 5718 1.1 2821 CENTER AVE (HWY 51 S) 99 96 99 50 55 15 4 hr 12 810.26 XI304 2229242.27 234635.74 5719 1.1 2821 S HWY 51 1 120 100 120 49 80 200 1 min 38 810.26 TH747 2229213.01 234652.54 5744 1.1 2821 S HWY 51 1 120 25 60 40 1 min 12 813.00 CG320 2235500.26 232787.01 5749 1.1 1227 DETROIT AVE 90 87 90 60 70 15 2 hr 12 833.90 EK078 2226408.93 233084.91 5946 1.1 1800 AVALON RD 1 128 108 128 65 88 500 4 hr 13 810.49 WX043 2234579.71 223670.78 6302 1.2 S PRAIRE AVE OR CO G 120 80 120 53 75 1000 3 hr 30 772.91 RC671 2228587.64 222967.09 6340 1.2 5024 DRIFTWOOD 98 95 98 45 60 30 1 min 15 789.99 LI667 2229904.58 221990.25 6948 1.3 5101 S HWY 51 1 122 92 122 46 72 700 2 min 13 790.41 WP686 2228775.00 222017.58 7175 1.4 1208 W HAPPY HOLLOW RD 1 80 77 80 12 40 30 1 min 22 773.75 LJ848 2229286.01 221441.42 7601 1.4 5220 N DRIFTWOOD 46 43 46 7 20 20 1 min 12 759.24 Page 1 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles OB945 2227418.41 222024.13 7680 1.5 1619 HAPPY HOLLOW RD 73 70 73 7 20 15 2 min 14 767.60 HR686 2227110.82 222056.31 7795 1.5 1810 HAPPY HOLLOW RD 44 41 44 10 20 20 1 min 3 770.10 WO015 2227091.41 222059.00 7802 1.5 1814 WEST HAPPY HOLLOW ROAD 1 103 25 45 30 1 min 18 774.38 UB617 2229323.31 221105.07 7922 1.5 5312 DRIFTWOOD DR 1 50 47 50 6 13 10 2 min 14 757.62 KK788 2227145.10 221862.43 7949 1.5 1723 HAPPY HOLLOW RD 48 45 48 10 20 15 1 min 12 761.37 RD787 2229801.67 220976.86 7966 1.5 5318 S BAXTER LN 53 50 53 12 21 10 2 min 12 758.42 DV205 2226970.10 221860.78 8035 1.5 1803 HAPPY HOLLOW RD 50 47 50 12 18 10 4 hr 12 759.53 RK688 2229603.02 220786.11 8184 1.6 5411 DRIFTWOOD 45 42 45 15 20 20 1 min 12 756.71 RH062 2225994.08 222256.70 8229 1.6 2303 HAPPY HOLLOW RD 40 38 40 10 20 50 1 min 12 770.36 UY445 2226148.06 222118.87 8252 1.6 1929 HAPPY HOLLOW RD 81 77 81 10 15 15 2 hr 12 761.35 WO174 2230390.50 220567.11 8312 1.6 809 BAXTERWOOD LN 39 36 39 6 20 20 1 min 12 759.32 KS544 2230577.61 220501.14 8367 1.6 745 HAPPY HOLLOW RD 47 44 47 10 15 10 10 min 16 760.05 KK742 2225594.90 222316.27 8425 1.6 HAPPY HOLLOW RD 45 42 45 10 20 20 1 min 12 765.96 RK680 2225595.06 222302.06 8436 1.6 W HAPPY HOLLOW RD 60 57 60 15 40 25 1 min 12 765.96 TT345 2225595.06 222302.06 8436 1.6 HAPPY HOLLOW RD 61 58 61 11 45 30 1 min 18 765.96 VJ325 2226512.92 236421.89 8480 1.6 2534 S OAKHILL RD 1 408 44 90 500 1 min 13 829.88 CS066 2226508.25 236430.22 8490 1.6 2534 S OAKHILL 1 145 70 80 10 4 hr 12 829.88 GG045 2239674.75 229377.33 8570 1.6 6419 READ RD 108 105 108 55 60 15 1 min 12 818.24 LZ558 2239680.47 229371.57 8576 1.6 READ RD 1 95 40 40 15 10 min 16 818.24 KZ624 2229140.30 220470.56 8580 1.6 5441 SHADY LN 44 41 44 12 20 20 1 min 15 754.13 CO551 2239686.32 229377.47 8582 1.6 N/A 608 51 210 1000 4 hr 13 818.24 EO710 2239686.32 229377.47 8582 1.6 N/A 520 52 205 1000 4 min 13 818.24 QK445 2239686.32 229377.47 8582 1.6 1715 S REED RD 137 134 137 70 100 20 2 hr 12 818.24 RK656 2239686.32 229377.47 8582 1.6 5215 S REED 122 119 122 55 80 30 2 min 12 818.24 WI620 2239686.32 229377.47 8582 1.6 S READ ROAD 100 97 100 76 90 15 1 min 18 818.24 YF461 2229605.72 220276.22 8688 1.6 5513 S DRIFTWOOD DR 1 46 43 46 10 17 12 2 min 12 753.76 WO194 2229329.01 220266.45 8744 1.7 5512 SOUTH DRIFTWOOD DRIVE 1 80 77 80 10 30 30 1 min 18 753.42 LZ452 2222887.15 233064.77 8872 1.7 2618 AVALON RD 114 111 114 70 90 15 1.05 min 18 798.04 MS458 2231310.80 219837.95 9029 1.7 5609 HWY 51 51 48 51 13 30 15 1 min 15 763.09 AC493 2239754.80 226272.48 9061 1.7 4408 READ RD 100 97 100 60 65 15 2 hr 12 829.97 AX406 2239772.30 226272.69 9077 1.7 4408 READ RD 1 94 92 94 50 55 12 2 hr 12 829.97 NB480 2229010.07 219928.51 9138 1.7 5721 SHADY LN 45 42 45 8 15 20 1 min 12 751.96 TH759 2229024.54 219911.55 9151 1.7 5523 S SHADY LN 49 46 49 8 40 30 2 min 12 751.86 TL094 2229110.03 219854.22 9190 1.7 1019 W SUNNY LN 43 40 43 13 20 22 2 min 12 751.74 CU871 2240323.27 228792.16 9214 1.7 3950 COLORADO TRAIL 1 92 89 92 60 65 12 4 hr 12 829.06 KM188 2240321.09 227904.96 9275 1.8 COLORADO TRL 105 100 105 70 75 10 2 min 12 821.71 IK245 2222292.35 232902.03 9339 1.8 2909 AVALON RD 45 40 45 25 27 10 1 min 12 776.12 LZ636 2240522.93 227953.70 9470 1.8 4057 COLORADO TRL 100 96 100 60 67 10 8 min 12 822.43 Page 2 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles XH683 2239819.26 224971.30 9587 1.8 4631 S READ RD 1 142 101 142 64 92 1000 1 hr 12 836.37 HI245 2239994.65 225183.01 9662 1.8 2525 E WOODMON RD 100 97 100 60 80 20 2 min 12 834.38 OL354 2240822.51 228798.94 9713 1.8 3931 COLORADO DR 103 100 103 61 80 20 2 min 14 832.11 HR694 2240940.41 228931.95 9829 1.9 3911 S COLORADO 108 105 108 60 70 30 1 min 12 832.19 HI202 2221055.25 227180.58 9913 1.9 3132 W EHRLINGER RD 150 147 50 30 60 20 1 min 12 780.98 ST725 2220864.89 227064.00 10122 1.9 3148 EHRLINGER RD 60 57 60 32 47 15 2 min 12 777.56 DC127 2221029.55 232119.45 10244 1.9 3231 S RIVER 173 1 40 30 2 hr 18 759.69 HR649 2241348.86 229676.10 10258 1.9 3819 MONTONA 100 97 100 60 65 15 1 min 12 829.69 YG191 2220508.07 229282.26 10295 1.9 3837 S RIVER RD 1 123 25 60 25 1 min 24 763.35 HI253 2221088.38 232822.11 10420 2.0 3109 S RIVER RD 64 61 64 2 20 15 1 min 12 760.47 HM271 2224129.47 237217.99 10515 2.0 2502 BURBANK 1 54 49 54 12 15 10 1 min 12 810.32 KK787 2220376.27 227115.00 10593 2.0 3224 EHRLINGER RD 114 111 114 7 20 20 1 min 12 764.40 RK679 2220269.72 227278.56 10671 2.0 4135 S RIVER RD 151 149 151 40 70 20 1 min 12 766.68 RO881 2220098.37 228900.42 10702 2.0 3850 S RIVER RD 120 10 40 30 1 min 12 755.02 UC355 2220098.63 228877.46 10702 2.0 3850 S RIVER RD 80 15 40 20 2 min 12 755.77 FK156 2221640.19 234626.34 10719 2.0 2731 S RIVER RD 112 109 112 45 50 12 2 min 18 776.06 IH669 2221411.25 234405.07 10805 2.0 2739 S RIVER RD 45 40 45 10 16 12 2 min 12 763.02 HZ769 2220219.92 226799.06 10807 2.0 3307 EHRLINGER RD 82 79 82 20 30 20 1 min 12 762.08 IH670 2221098.90 234326.10 11040 2.1 2801 S RIVER RD 60 55 60 3 7 12 2 min 12 762.15 KO359 2239853.45 221942.07 11211 2.1 5215 READ RD 1 470 65 180 800 2 min 13 830.07 IG142 2239865.09 221936.38 11224 2.1 5215 S READ RD 1 180 60 80 20 2 min 12 830.08 1 | |||
CV607 2232014.83 217624.28 11285 2.1 6047 HWY 51 S 45 42 45 14 18 12 2 hr 12 755.62 CG322 2232100.94 217285.95 11630 2.2 6108 HY 51 S 45 42 45 10 15 12 2 hr 12 754.40 SI913 2223265.78 237949.53 11632 2.2 N4589 PIONEER DR 1 250 43 160 600 5 min 24 811.71 TW803 2223268.43 237952.48 11632 2.2 N4581 PIONEER RD 1 80 77 80 40 60 18 2 min 12 811.71 1 | |||
RM003 2223274.29 237958.01 11632 2.2 N4589 PIONEER DR 455 53 165 400 6 min 30 811.71 RM004 2223270.95 237991.14 11660 2.2 N4589 PIONEER DR 1 490 80 170 450 8 min 26 811.09 RP316 2223270.95 237991.14 11660 2.2 N4589 PIONEER DR 1 490 25 165 250 6 min 24 811.09 CV596 2232122.54 217235.90 11682 2.2 6116 HWY 51 S 45 42 45 8 12 20 4 hr 12 754.32 NT297 2219214.03 227030.92 11753 2.2 4207 S OAKLEY 116 20 40 20 2 min 15 763.28 MS461 2219181.11 227013.42 11788 2.2 4215 OAKLEY RD 106 103 106 20 40 20 2 min 14 762.32 MF499 2223119.80 219906.51 11860 2.2 5612 S DUGGAN RD 100 15 25 20 1 min 12 759.51 HM276 2219095.94 226806.53 11908 2.3 S OAKLEY RD 105 100 105 15 25 10 1 min 12 751.74 EL999 2230238.89 216894.58 11987 2.3 6137 EDGEWATER DR 50 45 50 15 20 10 1 min 12 766.25 KM169 2229539.83 216863.84 12079 2.3 6102 S EDGEWATER 65 60 65 20 25 10 1 min 12 766.70 AV844 2234716.68 217340.86 12110 2.3 6100 PRAIRIE RD 110 105 110 65 75 40 2 hr 12 819.14 KU856 2229748.45 216779.52 12140 2.3 6118 EDGEWATER DR 65 60 65 20 26 10 2 min 12 766.87 UC382 2234709.67 217296.31 12150 2.3 6117 S CO G 97 60 85 20 2 min 12 819.01 Page 3 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles KZ655 2230410.99 216686.64 12186 2.3 6213 EDGEWATER 66 63 66 15 30 15 1 min 12 764.28 RT657 2218627.79 229826.91 12199 2.3 3700 S AFTON RD 1 143 35 62 25 1 min 12 782.54 IJ078 2218664.99 230281.11 12200 2.3 3628 AFTON RD JANESVILLE 190 30 80 25 10 min 28 791.89 LZ457 2218659.00 230287.24 12207 2.3 3627 AFTON RD 100 25 40 20 1 min 612 791.89 IH650 2218655.22 230360.46 12218 2.3 5109 AFTON RD CO D 1 65 60 65 25 32 10 2 min 12 794.07 LN097 2229943.07 216672.44 12229 2.3 6130 EDGEWATER 63 60 63 20 30 20 1 min 18 769.75 OL317 2218657.98 230595.58 12243 2.3 3550 AFTON RD 125 40 55 20 1 min 12 800.82 YE296 2218546.15 229472.09 12262 2.3 3766 S AFTON RD 120 20 60 30 3 min 12 769.40 WM141 2220997.87 236441.17 12266 2.3 2439 S RIVER RD 260 15 60 20 1 min 12 751.99 RC664 2218857.01 226192.26 12268 2.3 4405 OAKLEY RD 118 115 118 6 20 30 1 min 21 750.05 NB632 2230489.43 216565.45 12303 2.3 6221 EDGEWATER 60 57 60 23 40 20 1 min 12 766.28 RV733 2218466.46 229280.21 12336 2.3 3811 AFTON RD 120 31 60 20 1 min 12 769.97 SY183 2218456.96 229287.76 12346 2.3 3807 AFTON RD 80 10 60 20 2 min 12 769.25 UB651 2218427.32 229218.17 12374 2.3 3822 AFTON RD 1 240 30 42 30 2 min 12 772.17 WK661 2218802.39 225948.17 12379 2.3 4421 S OAKLEY ROAD 111 109 111 5 20 30 2 min 12 750.27 OT481 2230153.79 216478.43 12407 2.3 6212 S EDGEWATER DR 60 57 60 25 40 25 1 min 18 770.91 EL959 2230410.04 216444.24 12428 2.4 6237 EDGEWATER 60 58 60 20 25 10 2 min 12 771.17 NV085 2232364.87 216415.00 12524 2.4 6319 HWY 51 S 1 60 55 60 15 22 15 3 min 12 753.07 CU851 2230687.43 216238.26 12625 2.4 6303 EDGEWATER DR 58 55 58 25 30 10 12 771.28 KM196 2230514.64 216227.50 12640 2.4 EDGEWATER DR 62 57 62 25 30 10 2 min 12 773.49 KU827 2230514.64 216227.50 12640 2.4 EDGEWATER DR 65 60 65 23 30 10 2 min 12 773.49 OL316 2218158.93 228615.97 12647 2.4 3957 AFTON RD 185 15 30 25 1 min 12 776.51 OB950 2218196.44 230445.74 12683 2.4 3701 MAYNARD 100 40 60 15 1 min 12 804.97 HZ397 2221404.25 237676.25 12737 2.4 2239 S RIVER RD 53 48 53 15 15 10 1 min 12 773.24 EM822 2218589.02 232798.13 12776 2.4 3143 AFTON RD 160 80 90 10 4 hr 12 802.99 CU833 2218605.53 233248.82 12900 2.4 232 AFTON RD 1 133 130 133 20 20 15 4 hr 12 800.39 MS477 2218599.68 233242.92 12903 2.4 6245 AFTON RD 195 21 60 20 1.5 min 15 800.39 HM285 2218592.46 233262.89 12917 2.4 6321 AFTON RD 225 35 38 10 1 min 12 800.36 CU857 2218589.46 233265.77 12920 2.4 5808 AFTON RD 112 53 60 10 4 hr 12 800.36 QU960 2218587.88 233262.84 12921 2.4 6021 AFTON RD 135 22 40 20 1 hr 16 800.36 IG156 2218585.22 233260.26 12923 2.4 AFTON RD 200 90 110 15 2 min 12 800.36 MS468 2217914.00 227936.03 12931 2.4 4095 AFTON RD 156 153 156 20 40 20 1.5 min 20 770.17 WK072 2225093.35 240717.49 12932 2.4 3315 W CREEK VIEW PKWY 1 80 77 80 27 69 40 1 min 24 825.91 WM128 2218573.65 233260.13 12933 2.4 6447 AFTON RD 58 55 58 20 40 20 1 min 12 800.92 EL961 2230897.94 215901.02 12959 2.5 6337 EDGEWATER 1 60 58 60 15 20 10 1 min 12 767.55 OB921 2230422.36 215896.20 12975 2.5 6329 S KRUEGER DR 65 63 65 23 40 30 1 min 16 772.46 ST758 2218583.96 233421.71 12977 2.5 3037 AFTON RD 1 128 124 128 20 39 20 3 min 12 800.29 MF944 2218569.60 233768.54 13111 2.5 2954 AFTON RD 1 180 75 80 12 2 min 12 802.35 Page 4 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles YG991 2217842.12 226797.31 13144 2.5 4207 S AFTON RD 1 157 154 157 24 110 20 1 min 18 760.50 GG007 2230665.05 215686.89 13176 2.5 6404 EDGEWATER 62 60 62 20 25 15 2 min 12 771.60 NB625 2230459.85 215683.41 13186 2.5 6403 KRUEGER DR 57 54 57 20 40 20 1 min 14 772.02 MS456 2230200.83 215677.47 13204 2.5 6332 S KRUEGER 63 26 50 15 1 min 14 769.78 TN908 2228094.93 242088.96 13226 2.5 1424 S PEARL 1 164 75 93 10 2 min 12 846.73 NB633 2230175.58 215601.73 13281 2.5 6412 KRUGER RD 57 54 57 18 40 20 1 min 24 769.54 HZ793 2217819.04 226015.96 13319 2.5 4434 AFTON RD 72 69 72 20 30 20 1 min 12 759.88 IG200 2217646.76 226620.55 13367 2.5 4319 WARLANCE 66 63 66 18 40 15 1 min 12 759.91 LZ454 2230436.69 215499.07 13371 2.5 6417 KRUGER 55 52 55 21 30 20 1 min 12 770.68 EL947 2230812.16 215474.29 13387 2.5 6428 EDGEWATER DR 55 52 55 8 10 10 1 min 12 766.84 MF910 2217703.68 226077.01 13418 2.5 4309 S INDIAN LK 50 45 50 15 21 12 2 min 12 759.79 MF903 2230995.66 215374.74 13485 2.6 CUTTER DR 65 60 65 15 23 12 2 min 12 762.19 IH645 2230995.90 215354.70 13505 2.6 W CUTTER DR 65 60 65 15 22 10 2 min 12 762.19 YE393 2217851.01 225149.20 13508 2.6 4921 CR D 1 60 57 60 4 30 25 1 min 230 760.32 MF902 2230329.22 215360.77 13514 2.6 KRUGER DR 65 60 65 20 29 12 2 min 12 769.99 RT679 2230986.34 215342.92 13517 2.6 715 CUTTER DR 62 57 62 19 28 10 2 min 12 761.96 FK150 2217441.96 226737.10 13549 2.6 4300 S WARLANCE 74 71 74 20 30 15 2 min 12 762.06 6214 DUGGAN RD TH766 2224249.36 216981.58 13621 2.6 80 77 80 51 60 20 2 min 12 793.41 ALSO SERVES 6228 DUGGAN RD BD429 2224242.19 216972.75 13632 2.6 6214 DUGGAN ROAD 1 420 60 130 550 8 hr 14 793.41 CS065 2219776.32 220854.42 13686 2.6 BASS CREEK RD 66 63 66 8 15 10 4 hr 12 763.56 YH141 2219738.69 220896.28 13692 2.6 3421 W 3RD ST 1 100 19 32 30 1.5 min 16 763.59 LN100 2217266.94 226765.42 13717 2.6 4306 S WARLANCE 63 60 63 15 40 20 1 min 20 765.72 LJ832 2217349.16 226123.37 13755 2.6 4341 INDIAN LAKE DR 66 63 66 20 40 15 1 min 12 761.24 LJ836 2217248.06 226622.33 13759 2.6 4318 S WARLANCE L 76 73 76 12 50 15 1.5 min 18 764.04 HI238 2217592.65 225092.39 13771 2.6 3812 EAU CLAIRE RD 69 66 69 20 30 15 1 min 12 765.96 UF702 2219407.52 221159.38 13812 2.6 3439 3RD ST 100 10 40 20 2 min 12 760.99 RD729 2230178.53 215025.50 13856 2.6 6530 S KRUEGER DR 60 57 60 25 32 10 1 min 12 759.59 HM267 2218518.81 222525.77 13873 2.6 5041 AFTON RD 55 50 55 10 15 10 1 min 12 760.22 RH064 2217739.82 233729.06 13875 2.6 89 FALLING CREEK CIR 62 59 62 14 20 20 1 min 12 786.22 YI062 2218467.87 222530.31 13916 2.6 4931 AFTON RD 1 60 57 60 7 40 30 1 min 18 760.34 SD279 2217394.00 225235.98 13923 2.6 3836 W EAU CLAIRE RD 61 58 61 15 40 30 1 min 12 760.43 ST715 2245005.58 229997.51 13928 2.6 S CO RD J 143 75 89 20 2.5 min 12 837.43 VD111 2245008.16 230006.29 13931 2.6 S CO RD J 182 80 97 12 2.5 min 14 837.43 KM167 2217125.23 226216.39 13955 2.6 INDIAN LAKE DR 65 60 65 20 25 10 1 min 12 763.14 MF404 2218445.16 222465.90 13966 2.6 3812 6TH ST 54 51 54 20 30 20 1 min 18 761.21 SY140 2230322.38 214907.99 13966 2.6 826 WEST COVE 60 57 60 20 40 18 2 min 12 758.71 IG168 2217102.94 226186.98 13983 2.6 4415 S INDIAN LAKE DR 60 57 60 18 40 15 1 min 12 763.13 Page 5 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles WM138 2217355.93 225099.61 13997 2.7 4007 W EAU CLAIRE 280 20 100 30 1 min 12 769.67 RO887 2217356.00 225093.78 13998 2.7 4007 W EAU CLAIR 180 3 60 40 2 min 12 769.67 YI826 2217353.20 225079.17 14005 2.7 4007 WEST EAU CLAIRE ROAD 1 60 57 60 11 50 25 1 min 24 769.74 1 | |||
DV223 2228066.73 242898.16 14024 2.7 1301 S PEARL 240 120 130 15 4 hr 12 844.73 GG006 2230981.54 214808.53 14052 2.7 6554 EDGEWATER 62 59 62 15 20 15 2 min 12 755.27 LN060 2217215.67 225269.73 14086 2.7 3904 EAU CLAIRE RD 77 74 77 30 40 20 1 min 12 763.29 EL982 2218308.79 222453.82 14092 2.7 3723 6TH ST 59 54 59 25 30 10 1 min 12 762.75 HZ729 2217278.37 233017.93 14095 2.7 TRIPP RD 140 67 80 30 1 min 12 805.08 YF657 2218492.26 222105.22 14096 2.7 5208 AFTON RD 140 25 100 30 2 min 12 757.90 MZ158 2219591.62 220395.65 14108 2.7 3428 BASS CREEK RD 1 120 10 19 12 2 min 12 751.79 FP486 2216978.79 225729.27 14202 2.7 4449 INDIAN LK RD 62 59 62 15 20 15 2 min 12 761.38 IH687 2230335.46 214594.69 14279 2.7 6042 KRUGER DR 65 60 65 25 29 12 2 min 12 757.34 HZ732 2217013.18 225249.26 14287 2.7 3922 W EAU CLAIRE RD 71 68 71 25 35 15 1 min 18 772.36 HC806 2232986.96 214703.75 14300 2.7 G @ E TOWN LINE RD 110 70 110 45 80 1200 3 min 25 755.10 HC807 2232986.96 214703.75 14300 2.7 HWY G @ E TOWN LINE RD 93 45 60 10 2 min 24 755.10 IH688 2232986.96 214703.75 14300 2.7 E TOWNLINE 165 65 73 12 2 min 12 755.10 HZ724 2216496.61 228581.87 14310 2.7 3952 CEMETERY RD 108 105 108 40 50 15 1 min 12 800.36 AC491 2216518.93 227634.09 14347 2.7 4005 CEMETERY RD 230 50 60 150 2 hr 12 795.38 GK743 2232961.73 214628.37 14371 2.7 TOWN LINE RD 97 82 97 22 50 30 1 min 16 755.06 ND365 2232961.73 214628.37 14371 2.7 TOWNLINE RD 99 68 99 17 43 1100 1 min 18 755.06 KM162 2245119.26 225665.47 14398 2.7 4516 E CO J 165 65 68 10 1 min 12 839.10 CV624 2244927.36 233112.94 14404 2.7 2618 E AVALON RD 1 100 97 100 70 75 12 4 hr 0 844.39 OL314 2244959.81 233144.32 14444 2.7 3916 E AVALON RD 160 80 100 15 1 min 14 844.75 MS418 2216781.73 225412.91 14469 2.7 4527 INDIAN LAKE DR 65 62 65 19 40 20 1 min 12 767.95 NB435 2216821.11 225211.78 14482 2.7 4545 INDIAN LK 71 22 28 20 1 min 12 769.58 HI268 2218515.89 221191.72 14540 2.8 N/A 45 42 45 7 12 10 1 min 12 761.88 HI271 2218515.89 221191.72 14540 2.8 N/A 45 42 45 8 15 15 1 min 12 761.88 GK782 2225726.05 242810.33 14596 2.8 1303 S ARCH 1 125 120 125 70 80 10 1 min 12 833.58 IJ077 2216538.48 225767.78 14623 2.8 4500 S INDIAN LAKE 65 62 65 10 25 20 4 min 18 764.30 EL960 2235067.19 214562.13 14871 2.8 700 TOWNLINE RD 60 58 60 15 20 10 2 min 12 784.92 QU994 2217816.05 221654.85 14905 2.8 3801 3RD ST 180 50 70 100 2 hr 24 770.61 SZ874 2216025.53 231586.23 14994 2.8 N/A 424 31 86 550 1 min 13 816.87 IH529 2225882.90 214572.38 15153 2.9 W TOWNLINE 70 65 70 25 32 12 2 min 12 785.93 HZ738 2236350.62 214585.06 15250 2.9 1318 TOWNLINE RD 58 55 58 25 30 10 4 min 12 815.06 RO850 2215963.70 232995.38 15355 2.9 4326 TRIPP RD 80 20 40 20 1 min 12 809.77 KZ633 2215963.41 233021.25 15362 2.9 5135 TRIPP RD 160 80 95 15 1.5 min 12 809.80 SD300 2215954.93 233009.86 15368 2.9 4749 TRIPP RD 180 120 140 30 1 min 12 809.80 TN902 2217845.08 220059.45 15722 3.0 3800 PLYMOUTH CHURCH 1 143 75 93 12 2 min 12 800.95 Page 6 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles CV588 2224280.02 214549.70 15777 3.0 R 3 DUGGAN RD 1 145 55 65 15 8 hr 12 790.02 EL998 2245196.83 221861.50 15781 3.0 5204 E CO J 115 25 30 10 1 min 12 839.96 KU829 2224280.18 214535.49 15789 3.0 DUGGAN RD 70 65 70 25 30 10 2 min 12 790.02 MF904 2224280.18 214535.49 15789 3.0 DUGGAN RD 75 70 75 25 33 12 2 min 12 790.02 0 feet UB674 2217229.99 220866.53 15807 3.0 3820 W BASS CREEK RD 1 105 Above 16 20 2 min 28 754.74 Ground VL692 2233182.20 212992.95 16021 3.0 301 W TOWN LINE RD 123 99 123 25 40 700 2 min 12 760.33 LN052 2245205.96 221185.85 16104 3.0 5338 E COUNTY RD J 125 40 60 10 1 min 12 839.75 KZ608 2245192.23 221142.67 16112 3.1 CTY HWY J 300 80 100 20 2 min 24 839.87 KZ609 2245192.23 221142.67 16112 3.1 CTY HWY J 300 80 12 200 20 min 24 839.87 LN348 2245192.23 221142.67 16112 3.1 CO HWY J 510 70 200 600 3 min 36 839.87 UM631 2238648.49 214602.37 16182 3.1 2300 TOWNLINE RD 80 76 80 50 55 15 2 min 12 816.07 OL857 2227894.88 245080.54 16197 3.1 1317 W GRAND AVE 1 180 90 98 15 3 min 12 767.64 AS524 2245210.81 220901.97 16246 3.1 5403 CTY J 130 80 80 15 8 min 20 840.75 SY122 2239056.67 214592.71 16387 3.1 2125 W TOWNLINE RD 80 77 80 45 70 24 1 min 12 813.51 NV633 2214803.50 232997.19 16480 3.1 4235 TRIPP RD 120 50 70 15 2 min 14 817.02 LI689 2214797.67 232988.38 16483 3.1 4235 TRIPP RD 1 435 47 150 700 0.5 min 13 817.43 OT470 2224265.99 213676.95 16579 3.1 4214 S DUGAN RD 77 74 77 43 60 15 2 min 14 790.00 RO896 2216449.87 220505.45 16662 3.2 4006 PLYMOUTH CHURCH 100 35 80 30 1 min 12 776.84 XA864 2214511.63 225054.05 16759 3.2 4321 EAU CLAIRE 1 70 66 70 20 22 15 2 hr 12 772.45 IG133 2221670.43 243199.75 16797 3.2 2941 W BROOKVIEW CT 87 84 87 20 40 30 2 min 12 774.58 AC492 2237834.34 244537.24 16821 3.2 2008 E DELAVAN DR 48 46 48 18 22 15 2 hr 12 779.67 GK798 2226379.67 212663.42 16825 3.2 4112 WALTERS RD 40 31 36 10 15 10 1 min 18 780.54 RD740 2245236.03 219139.97 17207 3.3 5701 CO RD J 1 102 99 102 70 78 12 4 min 12 836.48 SZ864 2244719.84 239628.20 17224 3.3 1910 CO RD J 1 129 99 129 73 96 900 1 min 14 853.69 1 | |||
AC499 2213530.07 227519.26 17334 3.3 4537 CEMETERY RD 120 50 60 50 4 hr 18 799.56 KK793 2216034.56 219782.10 17392 3.3 4110 W PLYMOUTH CHURCH 120 35 60 40 1 min 14 801.42 LZ640 2230263.71 246607.93 17449 3.3 N3357 CHERRY RD 203 10 75 10 3 min 12 772.17 KT575 2213343.93 230097.78 17489 3.3 3644 TRACEY RD 200 42 80 20 3 min 12 799.04 AE603 2221152.55 214152.37 17650 3.3 2060 PROVINCIAL LN 73 70 73 40 40 15 8 hr 12 791.17 AB258 2221166.95 214141.23 17651 3.3 2031 PROVINCIAL 77 40 45 12 2 hr 12 791.30 CM543 2221118.45 214166.56 17657 3.3 990 PROVINCIAL LN 82 80 82 55 58 10 1 hr 12 790.90 NV096 2213293.98 226484.46 17687 3.3 4310 TRACEY RD 1 70 65 70 25 35 12 3 min 12 790.64 YF458 2221126.07 214016.48 17778 3.4 3129 PROVINCIAL LN 1 84 80 84 40 56 15 2 min 12 791.20 OB952 2213084.84 226926.49 17837 3.4 4225 S FOXMOOR DR 78 76 78 35 60 10 1 min 12 794.44 SH262 2226375.90 211607.82 17845 3.4 4003 WALTERS RD 114 110.5 110.5 35.8 50.4 4130 48 min 24 780.40 SD305 2215374.90 219946.51 17873 3.4 4224 PLYMOUTH CHURCH 120 40 60 30 1 min 12 779.22 EL924 2221275.73 213738.24 17930 3.4 3943 VICTORIAN LN 79 77 79 50 55 10 1 hr 12 791.09 Page 7 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles AT052 2221258.19 213740.59 17938 3.4 3955 VICTORIAN LA 75 78 75 45 48 12 2 hr 12 791.10 IG172 2212985.31 226820.80 17948 3.4 4224 S FOXMOOR 1 83 80 83 15 40 15 2 min 12 796.49 MS459 2220777.18 214023.86 17965 3.4 3219 PROVINCIAL LN 87 84 87 41 60 15.2 1 min 16 781.38 IG176 2214915.40 220545.41 17984 3.4 4328 PLYMOUTH CHURCH 120 35 50 20 1 min 12 766.12 OB997 2212800.54 227548.12 18059 3.4 4715 W CEMETERY RD 99 96 99 32 50 15 2 min 16 794.35 YH181 2215801.81 239184.73 18094 3.4 1915 S HAYNER RD 1 510 50 170 800 1 min 18 818.31 DV204 2212808.27 227084.95 18094 3.4 4200 FOXMOOR 75 72 75 40 45 10 12 797.06 KS566 2238018.97 245848.70 18098 3.4 909 SHARON RD 55 52 55 18 25 15 1 min 12 784.52 AV850 2212842.11 226399.72 18146 3.4 4717 WOODS EDGE 110 107 110 45 55 15 2 hr 8 794.84 LN093 2220737.10 213778.84 18191 3.4 3230 MARILYN PKWY 76 73 76 35 45 20 1 min 18 781.84 MZ198 2228541.63 247273.50 18260 3.5 507 S WASHINGTON ST 1 65 60 65 20 32 10 2 min 12 818.70 LZ461 2220565.90 213769.26 18294 3.5 3240 MARILYN PKWY 80 77 80 35 50 20 1 min 12 779.31 QK413 2212616.44 226876.92 18308 3.5 4229 S SPRING PK 86 83 86 35 60 20 1 min 13 800.50 YH031 2224552.94 246436.67 18404 3.5 ROCK PORT RD 140 50 80 25 1 min 24 840.06 OB823 2220780.65 213475.34 18420 3.5 3265 W MERILYN PKWY 75 71 75 25 25 18 1 min 15 781.04 NV647 2242355.50 214338.56 18428 3.5 6614 S PATRICK 87 84 87 48 60 20 2 min 16 815.22 KS545 2220330.20 213746.93 18447 3.5 4203 S CHIPPENDALE DR 70 67 70 30 40 10 2 min 18 779.41 HZ725 2212446.12 226423.84 18535 3.5 4835 WOODS EDGE 72 69 72 35 40 15 1 min 12 798.29 NB467 2220579.67 213454.50 18548 3.5 3295 W MARILYN PKWY 74 71 74 32 40 20 1 min 12 779.72 AV871 2212432.69 226421.14 18548 3.5 4851 WOODS EJHE RD. 85 83 85 35 40 12 2 hr 12 798.70 SY121 2214622.24 219776.78 18610 3.5 4404 PLYMOUTH CHURCH 140 20 60 20 2 min 18 781.37 HI252 2212395.28 226247.24 18610 3.5 4815 WOODS EDGE 80 77 80 30 40 15 1 min 12 790.87 KZ626 2212304.66 226782.78 18629 3.5 4306 SPRING PARK DR 97 94 97 35 50 15 1 min 12 801.89 RC212 2220891.62 213139.44 18642 3.5 3266 VEL MARGE PKWY 73 71 73 40 45 15 2 min 16 791.09 HM292 2243067.35 214607.13 18667 3.5 3111 TOWNLINE RD 85 80 85 50 60 10 2 min 12 816.57 KS703 2220351.23 213456.67 18674 3.5 3325 W MARILYN DR 66 63 66 30 40 20 1 min 12 777.63 LN056 2212190.81 227450.74 18674 3.5 4805 W CEMETERY 84 81 84 35 60 20 1 min 12 791.66 MN790 2212194.93 227095.77 18703 3.5 4807 W GREENFIELD 74 71 74 32 50 20 7 min 12 795.96 LN091 2212093.65 227672.38 18754 3.6 4823 W CEMETERY RD 82 79 82 35 70 10 1 min 12 790.43 RD748 2220598.34 213135.42 18804 3.6 3298 VEL-MARGE PKWY 60 57 60 22 38 15 2 min 12 785.53 RD759 2220598.34 213135.42 18804 3.6 3299 VEL-MARGE PKWY 70 60 70 8 40 50 48 hr 12 785.53 RH089 2220598.34 213135.42 18804 3.6 3300 VEL-MARGE PKWY 67 64 67 20 40 20 1 min 12 785.53 RK639 2220598.34 213135.42 18804 3.6 3301 VEL-MARGE PKWY 97 94 97 50 70 20 1 min 12 785.53 RK685 2220598.34 213135.42 18804 3.6 3302 VEL-MARGE PKWY 120 30 60 20 1 min 12 785.53 RD734 2220578.28 213146.13 18806 3.6 3296 VEL-MARGE PKWY 73 70 73 35 47 12 2 min 12 784.34 RC208 2220575.14 213138.07 18814 3.6 3326 W VEL MARGE PKWY 69 65 69 40 47 15 2 min 16 784.34 RD735 2220589.85 213123.66 18818 3.6 3297 VEL-MARGE PKWY 143 40 51 15 2 min 12 785.53 LZ480 2228815.19 210162.69 18819 3.6 451 WOODLAND DR 55 52 55 7 15 20 1 min 18 747.28 ST727 2219808.35 213636.12 18839 3.6 3404 MARILYN PKWY 66 63 66 28 43 20 3 min 12 783.40 Page 8 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles MF434 2212063.36 226494.77 18904 3.6 4838 W WOOD EDGE RD 94 91 94 40 55 20 1 min 12 801.10 MD159 2245258.47 216379.22 18929 3.6 6014 S HWY J 1 100 80 100 54 79 800 0.5 min 13 834.45 WK665 2221329.48 212528.02 18937 3.6 4074 S HAMILTON DR 1 69 66 69 35 50 24 2 min 12 791.44 1 | |||
TD956 2245290.21 216382.52 18951 3.6 6014 S CO J 125 105 125 77 100 900 1 min 13 834.29 TH758 2245290.21 216382.52 18951 3.6 S628 S CO J 140 70 100 20 2 min 12 834.29 QO776 2219627.64 213610.04 18967 3.6 3408 W MARILYN DR 60 56 60 38 44 15 3 min 12 790.09 HZ386 2228699.04 209980.19 19013 3.6 440 WOODLAND DR 46 41 46 5 10 10 1 min 12 748.90 AW308 2228605.32 209976.92 19028 3.6 434 WOODLAND 49 47 49 4 8 10 2 hr 12 748.57 VD118 2229041.08 209918.91 19037 3.6 3649 GLENNWOOD DR 1 48 40 48 10 19 10 2 min 12 750.13 TN946 2220175.86 213121.57 19049 3.6 S VEL MARGE PKWY 63 60 63 20 42 15 2 min 12 773.52 VD108 2220175.86 213121.57 19049 3.6 VEL MARGE PKWY 136 132 136 30 47 10 2.5 hr 14 773.52 NT277 2211783.72 227159.84 19106 3.6 4833 GREENFIELD DR 75 72 75 30 50 20 1 min 18 786.87 ST169 2228418.39 209904.41 19123 3.6 419 ACORN 47 44 47 4 20 20 1 min 12 748.42 TH060 2220022.58 213051.33 19194 3.6 3403 VEL MARGE PKWY 63 59 63 22 28 12 2 min 18 778.77 WN398 2222452.46 246402.95 19199 3.6 3145 ROCKPORT RD 1 60 57 60 7 30 25 1 min 20 831.53 RK673 2250273.53 230287.56 19203 3.6 3620 S LAPRAIRIE TOWNHALL 160 80 120 20 1 min 12 901.10 MZ159 2228165.75 209829.69 19232 3.6 3610 IDLEWILD 1 50 47 50 6 19 10 2 min 12 746.85 TW804 2224223.49 210809.04 19256 3.6 3918 S DAGGAN RD 80 77 80 40 60 20 2 min 12 780.99 XI360 2250347.68 227791.36 19274 3.7 4600 E MAPLE LN 1 145 40 80 30 1 min 18 825.89 YE292 2250347.68 227791.36 19274 3.7 5001 MAPLE LANE 140 60 100 40 3 min 12 825.89 YL161 2228719.68 209686.29 19303 3.7 3616 GLENWOOD DR 1 48 44 48 10 22 12 3 min 12 752.03 SH199 2211546.42 227297.59 19330 3.7 4903 W CEMETARY RD 155 153 155 37 80 20 1 min 12 793.80 ST772 2231917.50 248559.44 19411 3.7 2134 S RIVER ST 1 124 35 57 30 2 min 12 769.94 SF968 2231920.46 248559.47 19411 3.7 2134 S RIVER ST 1 55 52 55 25 39 15 3 min 12 769.94 1 | |||
WK712 2220708.38 212282.66 19466 3.7 5317 N NEWVILLE RD 79 76 79 35 60 25 1 min 26 787.32 1 | |||
WL807 2220708.38 212282.66 19466 3.7 4536 CR G 80 77 80 33 60 25 1 min 24 787.32 GD134 2225323.80 247938.05 19586 3.7 BAKKE RD 218 6 63 15 1 min 24 824.79 MO557 2225349.66 247958.40 19599 3.7 325 S ARCH ST 1 100 24 60 20 1 min 15 824.58 CU870 2223596.14 247367.23 19616 3.7 5101 S JOHNSON RD 1 105 35 40 10 4 hr 12 842.87 LJ833 2250132.29 233863.28 19623 3.7 2945 LA PRAIIRE TOWN HALL RD 100 50 70 20 1 min 15 866.86 WN221 2230383.71 248930.38 19766 3.7 121 S HIGH ST 1 98 95 98 22 70 20 1 min 18 788.95 QO773 2229307.23 209155.12 19773 3.7 731 PHILHOWER RD 75 70 75 48 54 12 3 min 12 794.07 MF472 2214748.94 217406.82 19780 3.7 4332 NOSS RD 120 60 80 20 1 min 20 809.83 LJ837 2230278.61 249018.46 19858 3.8 129 S HIGH ST 1 108 105 108 5 25 20 1 min 12 791.32 OT443 2211954.33 235625.38 19962 3.8 4643 OLEARY RD 85 10 30 15 1 min 14 816.98 UW210 2211948.47 235619.49 19966 3.8 4643 OLEARY RD 1 425 24 87 700 1 hr 13 816.98 KM296 2214810.60 241075.35 19996 3.8 4232 HANOVER RD 123 26 50 20 1 min 18 825.72 Page 9 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles CU114 2234765.57 248830.72 20021 3.8 1149 HOME PARK 1 430 50 190 1000 4 hr 13 843.92 RT656 2229721.75 208862.51 20035 3.8 PHILHOWER RD 64 60 64 25 45 20 3 min 12 771.50 SF966 2229736.16 208851.01 20046 3.8 749 PHILHOWER RD 1 63 59 63 23 39 20 2 min 12 768.68 SF954 2229474.54 208853.08 20061 3.8 735 PHILHOWER RD 1 66 63 66 22 31 15 2 min 12 764.88 SF959 2229474.54 208853.08 20061 3.8 735 PHILHOWER RD 60 57 60 15 27 15 2 min 12 764.88 GG069 2214415.27 217382.39 20066 3.8 4412 NOSS RD 140 70 80 15 1 min 12 833.70 LZ637 2250053.33 235823.25 20118 3.8 TOWN HALL RD 123 50 57 10 6 min 12 864.44 SY117 2250059.32 235817.86 20122 3.8 S LA PRAIRIE TOWNHALL 160 100 140 20 2 min 12 863.54 UF600 2244879.14 243905.27 20229 3.8 E CO RD O 110 90 110 28 78 700 2 hr 16 829.09 IG116 2210576.08 227663.99 20269 3.8 4939 N CEMETARY RD 119 116 119 45 60 15 1 min 12 815.82 IJ090 2233652.53 208746.72 20292 3.8 3495 FLACK RD 93 90 93 35 69 10 6 min 14 788.82 HZ385 2228425.64 208696.21 20321 3.8 83 AUBURN 48 43 48 10 15 10 1 min 12 754.87 MO319 2234849.58 208903.40 20330 3.9 3500 PRAIRIE AVE 108 105 108 40 50 25 1 min 12 779.13 SD307 2210479.20 227761.72 20359 3.9 5114 W CEMETERY RD 145 142 145 60 80 20 1 min 12 814.95 OL900 2224185.86 209618.20 20389 3.9 3763 DUGGAN RD 85 80 85 43 59 15 4 min 12 780.97 HI287 2233637.68 208612.41 20423 3.9 3469 FLAK RD 86 83 86 45 60 20 1 min 12 790.23 HZ785 2235852.83 208885.79 20561 3.9 PHILHOWER RD 95 92 95 55 80 20 1 min 12 800.32 OT410 2233634.90 208437.43 20596 3.9 3459 S FLACK RD 103 101 103 53 75 20 1 min 15 794.37 WK676 2250027.14 237245.53 20615 3.9 2232 S LAPRARIE TOWNHALL RD 160 50 80 20 1 min 12 866.70 SY119 2242445.68 211582.64 20723 3.9 7114 S PATRIC RD 80 77 80 60 75 15 2 min 12 816.67 NB491 2236819.94 208892.94 20804 3.9 1518 E PHILHOWER RD 86 84 86 45 60 15 1 min 12 802.72 RT681 2226917.85 208356.61 20894 4.0 23 E AUBURN RD 53 50 53 5 12 15 3 min 42 746.61 NT292 2223967.18 208995.71 21049 4.0 3730 S DUGGAN RD 79 76 79 40 60 20 2 min 18 781.35 IH640 2231676.10 250246.00 21086 4.0 51 S MAIN 1 50 45 50 3 8 10 2 min 12 783.93 OT485 2223924.08 208781.63 21266 4.0 3684 DUGGAN RD 82 79 82 41 60 20 1 min 18 782.09 OB934 2213287.51 216805.12 21322 4.0 4629 W NOSS RD 120 60 80 25 1 min 20 830.54 EL989 2209469.42 227317.48 21398 4.1 5331 CEMETERY RD 65 60 65 40 55 10 1 min 12 804.95 WK674 2218153.81 211615.91 21446 4.1 2442 W FINLEY RD 180 40 60 20 2 min 12 774.55 MS457 2218560.69 211266.52 21493 4.1 2402 FINLEY RD 180 22 50 15 1.5 min 16 792.10 II119 2250483.03 238374.62 21498 4.1 5109 E LONE LN 145 51 85 20 2 min 12 868.34 ST782 2233892.53 207406.04 21653 4.1 1637 SECURITY 1 80 77 80 49 62 20 2 min 12 802.47 SY139 2235446.27 250455.68 21749 4.1 7335 PETTER 160 50 120 20 1 min 12 855.28 RC663 2233033.83 207155.72 21803 4.1 1415 E SECURITY RD 96 94 96 5.5 65 20 1 min 12 800.74 WK891 2228721.31 250864.32 21806 4.1 MADISON RD 118 109 118 68 76 50 1 min 18 829.95 AZ461 2232936.73 207141.45 21808 4.1 1409 SECURITY RD 1 77 75 77 45 60 10 1 hr 10 800.74 ST705 2233149.76 207012.02 21957 4.2 1446 SECURITY 96 93 96 50 67 20 3 min 12 799.81 HR614 2247514.49 243691.14 21970 4.2 4133 CTY O 180 63 80 40 1.5 min 12 855.68 KM187 2233148.15 206989.04 21980 4.2 1435 SECURITY 85 80 85 55 63 10 1 min 12 799.99 Page 10 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles QZ050 2233507.68 207003.11 22004 4.2 141 SE SECURITY RD 96 94 96 55 65 20 1 hr 12 800.76 QZ047 2208772.20 228501.51 22034 4.2 3931 MURRY RD 119 117 119 30 60 4 1 min 12 797.97 MF493 2217669.87 211240.22 22036 4.2 2492 W FINLEY RD 180 60 70 25 1 min 16 794.93 IG138 2208775.86 229768.86 22037 4.2 3701 MURRAY 156 153 156 80 120 30 1 min 12 838.39 RK690 2208772.99 229760.08 22039 4.2 3701 MURRAY RD 120 117 120 55 80 20 1 min 12 836.67 LE040 2242297.20 209752.54 22198 4.2 7448 S PATRICK RD 78 75 78 37 65 15 2 min 16 809.35 LT052 2224150.88 207720.64 22200 4.2 3525 S DUGGAN RD 67 64 67 22 40 20 1 min 18 765.72 OL889 2227514.97 206924.12 22202 4.2 COMMUNITY DR 50 47 50 3 13 12 3 min 26 748.67 KK757 2216882.23 211602.18 22234 4.2 2652 W FINLEY 180 52 70 25 1 min 12 795.15 NT289 2226910.37 206992.25 22236 4.2 435 COMMUNITY AVE 45 42 45 4 20 15 2 min 18 746.61 MS408 2247922.52 243672.89 22265 4.2 4217 COUNTY RD O 160 70 85 20 1.5 min 12 856.92 WK682 2216756.48 211597.51 22317 4.2 2678 W FINLEY RD 200 25 60 20 1 min 12 803.33 QZ019 2253067.69 224896.26 22336 4.2 4633 BELDING RD 180 120 140 15 1 hr 24 919.13 WM150 2233605.26 206588.75 22427 4.2 1612 E SECURITY RD 78 75 78 45 60 20 1 min 12 799.79 HZ701 2208425.53 230941.30 22457 4.3 3421 MURRAY RD 116 113 116 75 80 20 1 min 12 866.11 SD276 2208528.30 232908.06 22607 4.3 5243 W TRIPP RD 220 50 80 30 1 min 12 862.24 KS592 2216246.83 211596.62 22643 4.3 2655 W FINLEY RD 240 35 60 20 2 min 16 788.86 YH150 2216238.30 211588.14 22655 4.3 2655 FINLEY RD 1 220 30 42 40 1.5 min 12 789.64 KM166 2235439.58 206569.64 22734 4.3 2007 WALTON LN 85 80 85 60 65 10 1 min 12 805.46 NB686 2235515.42 206559.24 22759 4.3 2015 WALTON LN 88 85 88 57 70 20 1 min 14 805.52 IH678 2235543.44 206559.21 22765 4.3 2023 WALTON LN 85 80 85 60 67 12 2 min 12 805.52 NV606 2227067.23 206379.52 22812 4.3 279 E SOUTH AVE 44 41 44 6 15 20 1 min 12 746.61 IH677 2236104.41 206582.65 22861 4.3 2119 WALTON LN 85 80 85 56 63 10 2 min 12 805.23 CM535 2236180.83 206569.35 22891 4.3 2118 WALTON LN 73 71 73 50 53 10 1 hr 12 805.36 LZ474 2236444.22 206579.41 22942 4.3 2177 WALTON LN 88 85 88 55 65 15 1 min 12 805.49 VD110 2236506.85 206592.19 22945 4.3 WALTON LN 75 72 75 49 57 20 2.5 min 12 805.58 EL918 2236441.39 206568.08 22953 4.3 2177 WALTON LN 1 50 48 50 12 15 10 1 hr 12 805.49 MF924 2236515.84 206583.54 22955 4.3 WALTON LN 80 75 80 55 60 10 2 min 12 805.58 MZ173 2236515.84 206583.54 22955 4.3 WALTON LN 85 80 85 55 66 12 2 min 12 805.58 TH743 2236479.65 206568.53 22961 4.3 2176 WALTON LN 100 97 100 60 80 20 1 min 12 805.53 MS485 2221023.93 249895.36 22965 4.3 203 WAVLAND RD 1 80 77 80 32 50 20 1 min 24 875.60 NV077 2227346.70 206071.10 23071 4.4 805 LINDA AVE 63 60 63 5 16 20 3 min 12 748.04 SF953 2227395.33 206059.63 23075 4.4 145 YOST RD 1 140 136 140 55 78 25 2 min 12 748.28 NV082 2227033.33 206071.14 23122 4.4 106 YOST DR 1 62 60 62 4 12 12 3 min 24 746.61 FP420 2227405.57 205989.04 23143 4.4 438 LINDA DR 44 41 44 8 15 15 4 min 12 748.55 YL162 2227277.61 205963.51 23188 4.4 433 E LINDA AVE 1 44 40 44 8 16 10 2 min 14 747.67 YF459 2226939.68 206014.29 23194 4.4 104 E YOST DR 1 45 42 45 6 13 20 2 min 14 746.61 AV843 2249710.06 242941.83 23203 4.4 1308 TOWN HALL RD. 100 45 55 10 2 min 8 859.73 Page 11 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles KO352 2218233.02 248621.57 23216 4.4 2700 E RIDGE RD 1 120 100 120 30 79 1000 0.5 min 13 828.71 1 | |||
YG253 2208515.58 235555.90 23218 4.4 5118 W O'LEARY RD 102 41 80 20 1 min 24 883.56 BA171 2207926.53 233363.80 23280 4.4 RT 5 MURRY RD 50 47 50 20 25 15 8 min 24 877.46 OL867 2227097.10 205821.10 23358 4.4 405 LINDA 1 50 47 50 6 14 12 3 min 24 746.64 HR700 2227245.67 205742.26 23412 4.4 420 LINDA 48 45 48 10 15 10 2 min 24 747.21 SD301 2214969.17 211571.99 23506 4.5 3036 FINLEY RD 120 30 60 30 2 min 12 801.56 SP916 2228332.28 205493.10 23513 4.5 595 E AZALEA TERR 87 84 87 45 65 10 1 min 12 781.15 IG124 2228206.50 205442.07 23578 4.5 575 E AZALEA 87 84 87 30 50 25 1 min 12 776.58 MF492 2228060.96 205444.76 23592 4.5 555 E AZELEA TERR 87 84 87 52 60 20 1 min 12 779.79 TH748 2210435.53 217024.25 23612 4.5 5145 W NOSS RD 120 70 100 15 2 min 12 850.35 CG325 2210357.64 217104.33 23639 4.5 NOSS. ROAD 120 75 80 15 2 hr 12 849.68 CU831 2210351.63 217112.65 23640 4.5 NOSS RD 140 65 70 12 4 hr 12 849.68 FP412 2210351.63 217112.65 23640 4.5 HOSS RD 140 65 75 15 2 min 12 849.68 WG742 2233878.54 205260.12 23779 4.5 1615 ZICK DR 1 57 51 57 20 42 25 1 min 24 803.91 KU852 2221752.42 206862.44 23833 4.5 1838 WALTERS RD 150 75 80 10 2 min 12 817.17 RC662 2249987.62 243696.17 23880 4.5 4601 E COUNTY RD O 80 40 60 50 1 hr 12 862.45 TW830 2244367.73 208995.31 23942 4.5 3335 S CREEK PKWY 70 67 70 40 60 18 2 min 12 809.84 SY172 2234268.21 205142.99 23946 4.5 1708 E ZICK 1 70 67 70 30 40 10 1 min 12 804.68 FU943 2242157.28 250507.79 24080 4.6 2800 ROYAL 1 85 82 85 28 50 25 2 min 18 802.16 1 | |||
OL866 2225041.59 252529.17 24089 4.6 612 E CHURCH ST 55 50 55 25 30 10 3 min 12 848.24 OL872 2209802.00 217009.05 24168 4.6 5311 NOSS RD 165 105 122 12 4 min 12 854.30 RT661 2208470.44 219713.84 24178 4.6 5546 W PLYMOUTH CHUR 1 144 56 69 20 2 min 12 789.99 QK449 2209790.80 216773.11 24295 4.6 6123 S BAKKE RD 140 86 100 10 2 hr 14 862.49 NV643 2255364.84 230596.28 24304 4.6 3516 VAN ALLEN RD 225 90 100 20 1 min 17 911.34 MB563 2250443.86 243823.64 24319 4.6 5220 CTY O 152 12 42 20 1 min 18 864.82 WL826 2207850.70 237091.66 24320 4.6 2320 S MURRAY RD 1 202 85 140 25 1 min 24 889.45 OL343 2255527.27 230081.87 24438 4.6 3634 S VAN ALLEN RD 220 65 80 25 1.5 min 12 901.10 HZ396 2213536.96 211565.07 24501 4.6 3308 W FINLEY RD 165 20 20 12 1 min 12 810.35 KZ687 2250716.54 243766.93 24503 4.6 4747 HWY 14 140 60 80 20 2 min 12 864.92 YI376 2255407.33 233020.70 24621 4.7 E AVALON RD 280 125 200 30 1 min 20 910.24 UW971 2255714.85 227707.41 24637 4.7 E MAPLE LN 510 80 180 450 5 min 24 877.03 VC973 2255714.85 227707.41 24637 4.7 E MAPLE 550 25 200 600 12 min 24 877.03 UB646 2254224.79 238026.86 24797 4.7 LONE LANE RD 203 45 52 25 3 min 18 889.91 VE268 2222548.38 252653.50 24932 4.7 672 SUNSET DR 1 465 9 160 800 1 min 14 886.30 TN903 2239386.62 252666.54 24952 4.7 63 S SUMAC DR 1 84 10 22 15 3 min 12 861.26 RT695 2225651.82 253596.82 24990 4.7 420 LINDA AVE 56 53 56 4 16 15 3 min 12 851.22 NB404 2255819.96 232995.36 25024 4.7 6121 E AVLON RD 220 130 175 25 1 min 12 907.64 FQ180 2228543.10 203924.22 25052 4.7 3035 PETUNIA LN 77 72 77 45 50 10 1 hr 12 793.25 Page 12 of 13 | |||
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88) | |||
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm) | |||
No (ft bgs3) (in ags4) (ft) | |||
Feet Miles MS431 2218231.82 207240.01 25065 4.7 2381 W CREEDY RD 200 75 100 40 1 min 18 852.16 WM109 2209437.73 215694.09 25152 4.8 6346 BAKKE RD 100 20 80 20 1 min 12 826.08 MO330 2255311.63 235980.62 25176 4.8 2537 S VAN ALLEN 160 100 120 25 1.5 min 14 928.43 MS466 2212465.69 211561.07 25272 4.8 3502 FINLEY RD 120 30 60 20 1.5 min 19 793.17 NV079 2219366.47 206291.86 25353 4.8 2220 CREEDY RD 1 300 100 155 65 4 min 24 888.24 WP921 2219328.59 206305.66 25358 4.8 2220 W CREEDY RD 1 310 85 180 75 1 min 18 886.87 LT066 2219349.02 206285.84 25366 4.8 2220 W CREEDY RD 265 80 100 75 1 min 18 888.24 ST743 2249856.02 246295.16 25452 4.8 4510 E HWY 14 1 57 49 57 30 36 15 2 min 12 864.80 NB700 2217892.84 206976.00 25465 4.8 2421 CREEDY RD 180 110 120 15 1 min 19 860.24 ST786 2249867.30 246318.26 25476 4.8 4510 W HWY 14 1 320 50 109 15 3 min 12 864.82 ST797 2249867.30 246318.26 25476 4.8 4510 E HWY 14 1 200 70 92 15 2 min 12 864.82 UF710 2211716.02 246284.68 25697 4.9 4837 W ROCKPORT RD 140 70 100 20 2 min 12 899.00 MF451 2206774.27 219712.55 25754 4.9 5836 W PLYMOUTH CHURCH 140 70 80 20 1 min 12 851.13 WM108 2209459.45 214447.42 25812 4.9 5901 S BAKKE RD 100 50 80 20 1 min 12 786.58 ST736 2224786.69 203755.32 25847 4.9 W807 BIG HILL RD 264 120 158 20 2 min 12 892.56 TT310 2252989.18 243120.97 26005 4.9 E HWY 14 183 49 140 20 1 min 18 880.80 QT826 2209463.23 213919.69 26109 4.9 4120 BAKKE RD 55 51 55 16 19 10 4 min 12 789.49 IG112 2255294.77 239193.77 26225 5.0 1812 VAN ALLEN 165 25 50 20 2 min 12 869.83 WK889 2239556.28 254202.00 26458 5.0 2440 PLYMOUTH AVE 1 80 77 80 5 40 25 1 min 18 864.59 1 | |||
AC494 2210705.73 211597.43 26555 5.0 R 3 FINLEY RD 100 97 100 70 75 15 24 hr 12 790.96 SD306 2231261.51 255744.53 26574 5.0 1918 THOMAS ST 91 88 91 57 80 30 1 min 12 864.33 IH504 2231255.56 255747.38 26577 5.0 2151 THOMAS 105 100 105 35 48 10 2 min 12 864.33 OL853 2210677.03 211585.45 26585 5.0 FINLEY RD 165 43 51 22 3 min 24 791.29 DV245 2231258.42 255756.16 26586 5.0 1929 THOMAS ST 90 87 90 55 60 10 2 hr 12 864.84 YF644 2231243.87 255758.91 26588 5.0 1924 THOMAS ST 98 95 98 50 80 25 3 min 12 864.53 YH139 2231243.87 255758.91 26588 5.0 THOMAS ST 79 75 79 45 55 10 2.5 min 12 864.53 YH161 2231243.87 255758.91 26588 5.0 E THOMAS STREET 60 56 60 5 12 10 3 min 12 864.53 UB628 2231241.11 255764.71 26594 5.0 2109 THOMAS ST 70 67 70 43 51 20 2 min 12 864.53 UC371 2231241.11 255764.71 26594 5.0 2029 THOMAS ST 80 77 80 50 60 25 2 min 12 864.53 UF705 2231241.11 255764.71 26594 5.0 THOMAS ST 78 75 78 40 60 15 2 min 12 864.53 RO826 2231255.36 255764.87 26594 5.0 2120 THOMAS ST 108 105 108 61 80 30 1 min 12 864.84 MF462 2231243.73 255770.20 26600 5.0 2156 THOMAS RD 82 79 82 45 60 20 1 min 18 864.53 Notes: | |||
: 1) Owners Address | |||
: 2) WI-State Plan South Zone NAD83 (HARN) | |||
: 3) bgs = Below Ground Surface | |||
: 4) ags = Above Ground Surface Page 13 of 13}} | |||
Latest revision as of 17:34, 31 October 2019
| ML14357A346 | |
| Person / Time | |
|---|---|
| Site: | SHINE Medical Technologies |
| Issue date: | 12/03/2014 |
| From: | SHINE Medical Technologies |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML14356A527 | List: |
| References | |
| SMT-2014-040 | |
| Download: ML14357A346 (14) | |
Text
ENCLOSURE 2 ATTACHMENT 1 SHINE MEDICAL TECHNOLOGIES, INC.
SHINE MEDICAL TECHNOLOGIES, INC. APPLICATION FOR CONSTRUCTION PERMIT RESPONSE TO REQUEST FOR ADDITIONAL INFORMATION WELLS WITHIN FIVE MILES OF THE SHINE SITE 13 pages follow
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles OL880 2229714.94 230279.42 1615 0.3 3587 RIVERSIDE DR 75 70 75 50 54 10 3 min 12 818.73 QZ012 2229707.06 230331.45 1658 0.3 3577 RIVERSIDE DR 101 98 101 55 70 20 1 hr 12 819.65 UJ792 2229329.02 227819.37 1864 0.4 N/A 405 53 151 525 1 min 14 807.11 GG040 2229324.42 227613.38 1996 0.4 4065 RIVERSIDE DR 52 50 52 6 10 10 1 min 12 806.57 HZ401 2229340.79 227316.15 2189 0.4 4115 HWY 51 N 1 57 52 57 20 20 10 1 min 12 805.28 HZ403 2229340.79 227316.15 2189 0.4 4116 HWY 51 N 1 68 63 68 30 50 12 1 min 12 805.28 1
QK281 2229333.49 227318.98 2192 0.4 4115 HWY 51 N 46 41 46 9 10 10 3 min 12 805.28 1
HZ382 2229337.93 227307.73 2197 0.4 4115 HWY 51 N 48 43 48 15 20 10 1 min 12 805.28 1
UF534 2229322.08 227304.63 2210 0.4 4115 N US HWY 51 140 28 39 14 2 min 14 805.28 1
IH528 2229328.11 227295.96 2212 0.4 4115 HWY 51 N 65 60 65 25 29 12 2 min 12 805.28 LW633 2229336.85 227284.76 2214 0.4 4115 S RIVERSIDE DR 28 26 28 1 15 10 2 min 15 805.17 LZ499 2229381.67 231163.43 2507 0.5 3469 RIVERSIDE DR 67 64 67 22 40 20 1 min 16 821.26 MF461 2228697.72 230882.02 2660 0.5 1110 W KNILANS RD 82 79 82 45 60 20 1 min 12 814.71 HZ788 2229245.32 231640.78 2977 0.6 3375 RIVERSIDE DR 82 79 82 55 70 20 1 min 16 821.46 YE304 2230721.21 232430.33 3266 0.6 705 W STATE HWY 11 100 96 100 75 85 30 2 min 12 827.95 KK783 2229242.75 232162.70 3427 0.6 3280 HWY 51 S 108 105 108 45 55 15 1 min 12 810.09 RT682 2229239.00 232231.18 3489 0.7 3270 RIVERSIDE DR 63 60 63 15 23 15 3 min 12 807.50 RC668 2234487.26 229949.10 3496 0.7 3719 S COUNTY RD G 100 97 100 70 80 40 1 hr 12 822.43 UB645 2229221.03 232457.32 3698 0.7 3230 RIVERSIDE DR 1 48 45 48 15 23 10 2 min 12 803.44 QV413 2226647.75 228794.00 4158 0.8 4004 S OAKHILL AVE 1 131 100 130 45 80 1000 1 min 15 799.82 1
QO763 2229268.26 233163.52 4322 0.8 2971 RIVERSIDE DR 80 76 80 48 62 15 4 min 12 800.71 WI347 2229279.63 233180.78 4333 0.8 W SOUTH CREEK PKWY 77 74 77 38 60 20 1 min 18 800.97 LZ458 2234467.82 231839.11 4350 0.8 3332 COUNTY RD J 116 113 116 70 90 20 1 min 12 830.89 KS529 2228819.29 233123.68 4474 0.8 505 W AVALON RD 107 104 107 67 80 15 1 min 12 802.54 RC203 2234539.38 225596.99 4797 0.9 4537 S CO HWY G 101 97 101 50 50 12 2 min 12 822.95 AS859 2225916.19 231698.94 5553 1.1 3330 S OAKHILL AVE 95 92 95 45 50 15 8 min 16 807.95 NB689 2235412.18 232635.43 5585 1.1 1202 DETROIT AVE 98 95 98 65 80 20 1 min 16 833.60 CG358 2229226.46 234629.73 5718 1.1 2821 CENTER AVE (HWY 51 S) 118 105 118 55 65 220 12 hr 18 810.26 CG359 2229226.46 234629.73 5718 1.1 2821 CENTER AVE (HWY 51 S) 99 96 99 50 55 15 4 hr 12 810.26 XI304 2229242.27 234635.74 5719 1.1 2821 S HWY 51 1 120 100 120 49 80 200 1 min 38 810.26 TH747 2229213.01 234652.54 5744 1.1 2821 S HWY 51 1 120 25 60 40 1 min 12 813.00 CG320 2235500.26 232787.01 5749 1.1 1227 DETROIT AVE 90 87 90 60 70 15 2 hr 12 833.90 EK078 2226408.93 233084.91 5946 1.1 1800 AVALON RD 1 128 108 128 65 88 500 4 hr 13 810.49 WX043 2234579.71 223670.78 6302 1.2 S PRAIRE AVE OR CO G 120 80 120 53 75 1000 3 hr 30 772.91 RC671 2228587.64 222967.09 6340 1.2 5024 DRIFTWOOD 98 95 98 45 60 30 1 min 15 789.99 LI667 2229904.58 221990.25 6948 1.3 5101 S HWY 51 1 122 92 122 46 72 700 2 min 13 790.41 WP686 2228775.00 222017.58 7175 1.4 1208 W HAPPY HOLLOW RD 1 80 77 80 12 40 30 1 min 22 773.75 LJ848 2229286.01 221441.42 7601 1.4 5220 N DRIFTWOOD 46 43 46 7 20 20 1 min 12 759.24 Page 1 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles OB945 2227418.41 222024.13 7680 1.5 1619 HAPPY HOLLOW RD 73 70 73 7 20 15 2 min 14 767.60 HR686 2227110.82 222056.31 7795 1.5 1810 HAPPY HOLLOW RD 44 41 44 10 20 20 1 min 3 770.10 WO015 2227091.41 222059.00 7802 1.5 1814 WEST HAPPY HOLLOW ROAD 1 103 25 45 30 1 min 18 774.38 UB617 2229323.31 221105.07 7922 1.5 5312 DRIFTWOOD DR 1 50 47 50 6 13 10 2 min 14 757.62 KK788 2227145.10 221862.43 7949 1.5 1723 HAPPY HOLLOW RD 48 45 48 10 20 15 1 min 12 761.37 RD787 2229801.67 220976.86 7966 1.5 5318 S BAXTER LN 53 50 53 12 21 10 2 min 12 758.42 DV205 2226970.10 221860.78 8035 1.5 1803 HAPPY HOLLOW RD 50 47 50 12 18 10 4 hr 12 759.53 RK688 2229603.02 220786.11 8184 1.6 5411 DRIFTWOOD 45 42 45 15 20 20 1 min 12 756.71 RH062 2225994.08 222256.70 8229 1.6 2303 HAPPY HOLLOW RD 40 38 40 10 20 50 1 min 12 770.36 UY445 2226148.06 222118.87 8252 1.6 1929 HAPPY HOLLOW RD 81 77 81 10 15 15 2 hr 12 761.35 WO174 2230390.50 220567.11 8312 1.6 809 BAXTERWOOD LN 39 36 39 6 20 20 1 min 12 759.32 KS544 2230577.61 220501.14 8367 1.6 745 HAPPY HOLLOW RD 47 44 47 10 15 10 10 min 16 760.05 KK742 2225594.90 222316.27 8425 1.6 HAPPY HOLLOW RD 45 42 45 10 20 20 1 min 12 765.96 RK680 2225595.06 222302.06 8436 1.6 W HAPPY HOLLOW RD 60 57 60 15 40 25 1 min 12 765.96 TT345 2225595.06 222302.06 8436 1.6 HAPPY HOLLOW RD 61 58 61 11 45 30 1 min 18 765.96 VJ325 2226512.92 236421.89 8480 1.6 2534 S OAKHILL RD 1 408 44 90 500 1 min 13 829.88 CS066 2226508.25 236430.22 8490 1.6 2534 S OAKHILL 1 145 70 80 10 4 hr 12 829.88 GG045 2239674.75 229377.33 8570 1.6 6419 READ RD 108 105 108 55 60 15 1 min 12 818.24 LZ558 2239680.47 229371.57 8576 1.6 READ RD 1 95 40 40 15 10 min 16 818.24 KZ624 2229140.30 220470.56 8580 1.6 5441 SHADY LN 44 41 44 12 20 20 1 min 15 754.13 CO551 2239686.32 229377.47 8582 1.6 N/A 608 51 210 1000 4 hr 13 818.24 EO710 2239686.32 229377.47 8582 1.6 N/A 520 52 205 1000 4 min 13 818.24 QK445 2239686.32 229377.47 8582 1.6 1715 S REED RD 137 134 137 70 100 20 2 hr 12 818.24 RK656 2239686.32 229377.47 8582 1.6 5215 S REED 122 119 122 55 80 30 2 min 12 818.24 WI620 2239686.32 229377.47 8582 1.6 S READ ROAD 100 97 100 76 90 15 1 min 18 818.24 YF461 2229605.72 220276.22 8688 1.6 5513 S DRIFTWOOD DR 1 46 43 46 10 17 12 2 min 12 753.76 WO194 2229329.01 220266.45 8744 1.7 5512 SOUTH DRIFTWOOD DRIVE 1 80 77 80 10 30 30 1 min 18 753.42 LZ452 2222887.15 233064.77 8872 1.7 2618 AVALON RD 114 111 114 70 90 15 1.05 min 18 798.04 MS458 2231310.80 219837.95 9029 1.7 5609 HWY 51 51 48 51 13 30 15 1 min 15 763.09 AC493 2239754.80 226272.48 9061 1.7 4408 READ RD 100 97 100 60 65 15 2 hr 12 829.97 AX406 2239772.30 226272.69 9077 1.7 4408 READ RD 1 94 92 94 50 55 12 2 hr 12 829.97 NB480 2229010.07 219928.51 9138 1.7 5721 SHADY LN 45 42 45 8 15 20 1 min 12 751.96 TH759 2229024.54 219911.55 9151 1.7 5523 S SHADY LN 49 46 49 8 40 30 2 min 12 751.86 TL094 2229110.03 219854.22 9190 1.7 1019 W SUNNY LN 43 40 43 13 20 22 2 min 12 751.74 CU871 2240323.27 228792.16 9214 1.7 3950 COLORADO TRAIL 1 92 89 92 60 65 12 4 hr 12 829.06 KM188 2240321.09 227904.96 9275 1.8 COLORADO TRL 105 100 105 70 75 10 2 min 12 821.71 IK245 2222292.35 232902.03 9339 1.8 2909 AVALON RD 45 40 45 25 27 10 1 min 12 776.12 LZ636 2240522.93 227953.70 9470 1.8 4057 COLORADO TRL 100 96 100 60 67 10 8 min 12 822.43 Page 2 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles XH683 2239819.26 224971.30 9587 1.8 4631 S READ RD 1 142 101 142 64 92 1000 1 hr 12 836.37 HI245 2239994.65 225183.01 9662 1.8 2525 E WOODMON RD 100 97 100 60 80 20 2 min 12 834.38 OL354 2240822.51 228798.94 9713 1.8 3931 COLORADO DR 103 100 103 61 80 20 2 min 14 832.11 HR694 2240940.41 228931.95 9829 1.9 3911 S COLORADO 108 105 108 60 70 30 1 min 12 832.19 HI202 2221055.25 227180.58 9913 1.9 3132 W EHRLINGER RD 150 147 50 30 60 20 1 min 12 780.98 ST725 2220864.89 227064.00 10122 1.9 3148 EHRLINGER RD 60 57 60 32 47 15 2 min 12 777.56 DC127 2221029.55 232119.45 10244 1.9 3231 S RIVER 173 1 40 30 2 hr 18 759.69 HR649 2241348.86 229676.10 10258 1.9 3819 MONTONA 100 97 100 60 65 15 1 min 12 829.69 YG191 2220508.07 229282.26 10295 1.9 3837 S RIVER RD 1 123 25 60 25 1 min 24 763.35 HI253 2221088.38 232822.11 10420 2.0 3109 S RIVER RD 64 61 64 2 20 15 1 min 12 760.47 HM271 2224129.47 237217.99 10515 2.0 2502 BURBANK 1 54 49 54 12 15 10 1 min 12 810.32 KK787 2220376.27 227115.00 10593 2.0 3224 EHRLINGER RD 114 111 114 7 20 20 1 min 12 764.40 RK679 2220269.72 227278.56 10671 2.0 4135 S RIVER RD 151 149 151 40 70 20 1 min 12 766.68 RO881 2220098.37 228900.42 10702 2.0 3850 S RIVER RD 120 10 40 30 1 min 12 755.02 UC355 2220098.63 228877.46 10702 2.0 3850 S RIVER RD 80 15 40 20 2 min 12 755.77 FK156 2221640.19 234626.34 10719 2.0 2731 S RIVER RD 112 109 112 45 50 12 2 min 18 776.06 IH669 2221411.25 234405.07 10805 2.0 2739 S RIVER RD 45 40 45 10 16 12 2 min 12 763.02 HZ769 2220219.92 226799.06 10807 2.0 3307 EHRLINGER RD 82 79 82 20 30 20 1 min 12 762.08 IH670 2221098.90 234326.10 11040 2.1 2801 S RIVER RD 60 55 60 3 7 12 2 min 12 762.15 KO359 2239853.45 221942.07 11211 2.1 5215 READ RD 1 470 65 180 800 2 min 13 830.07 IG142 2239865.09 221936.38 11224 2.1 5215 S READ RD 1 180 60 80 20 2 min 12 830.08 1
CV607 2232014.83 217624.28 11285 2.1 6047 HWY 51 S 45 42 45 14 18 12 2 hr 12 755.62 CG322 2232100.94 217285.95 11630 2.2 6108 HY 51 S 45 42 45 10 15 12 2 hr 12 754.40 SI913 2223265.78 237949.53 11632 2.2 N4589 PIONEER DR 1 250 43 160 600 5 min 24 811.71 TW803 2223268.43 237952.48 11632 2.2 N4581 PIONEER RD 1 80 77 80 40 60 18 2 min 12 811.71 1
RM003 2223274.29 237958.01 11632 2.2 N4589 PIONEER DR 455 53 165 400 6 min 30 811.71 RM004 2223270.95 237991.14 11660 2.2 N4589 PIONEER DR 1 490 80 170 450 8 min 26 811.09 RP316 2223270.95 237991.14 11660 2.2 N4589 PIONEER DR 1 490 25 165 250 6 min 24 811.09 CV596 2232122.54 217235.90 11682 2.2 6116 HWY 51 S 45 42 45 8 12 20 4 hr 12 754.32 NT297 2219214.03 227030.92 11753 2.2 4207 S OAKLEY 116 20 40 20 2 min 15 763.28 MS461 2219181.11 227013.42 11788 2.2 4215 OAKLEY RD 106 103 106 20 40 20 2 min 14 762.32 MF499 2223119.80 219906.51 11860 2.2 5612 S DUGGAN RD 100 15 25 20 1 min 12 759.51 HM276 2219095.94 226806.53 11908 2.3 S OAKLEY RD 105 100 105 15 25 10 1 min 12 751.74 EL999 2230238.89 216894.58 11987 2.3 6137 EDGEWATER DR 50 45 50 15 20 10 1 min 12 766.25 KM169 2229539.83 216863.84 12079 2.3 6102 S EDGEWATER 65 60 65 20 25 10 1 min 12 766.70 AV844 2234716.68 217340.86 12110 2.3 6100 PRAIRIE RD 110 105 110 65 75 40 2 hr 12 819.14 KU856 2229748.45 216779.52 12140 2.3 6118 EDGEWATER DR 65 60 65 20 26 10 2 min 12 766.87 UC382 2234709.67 217296.31 12150 2.3 6117 S CO G 97 60 85 20 2 min 12 819.01 Page 3 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles KZ655 2230410.99 216686.64 12186 2.3 6213 EDGEWATER 66 63 66 15 30 15 1 min 12 764.28 RT657 2218627.79 229826.91 12199 2.3 3700 S AFTON RD 1 143 35 62 25 1 min 12 782.54 IJ078 2218664.99 230281.11 12200 2.3 3628 AFTON RD JANESVILLE 190 30 80 25 10 min 28 791.89 LZ457 2218659.00 230287.24 12207 2.3 3627 AFTON RD 100 25 40 20 1 min 612 791.89 IH650 2218655.22 230360.46 12218 2.3 5109 AFTON RD CO D 1 65 60 65 25 32 10 2 min 12 794.07 LN097 2229943.07 216672.44 12229 2.3 6130 EDGEWATER 63 60 63 20 30 20 1 min 18 769.75 OL317 2218657.98 230595.58 12243 2.3 3550 AFTON RD 125 40 55 20 1 min 12 800.82 YE296 2218546.15 229472.09 12262 2.3 3766 S AFTON RD 120 20 60 30 3 min 12 769.40 WM141 2220997.87 236441.17 12266 2.3 2439 S RIVER RD 260 15 60 20 1 min 12 751.99 RC664 2218857.01 226192.26 12268 2.3 4405 OAKLEY RD 118 115 118 6 20 30 1 min 21 750.05 NB632 2230489.43 216565.45 12303 2.3 6221 EDGEWATER 60 57 60 23 40 20 1 min 12 766.28 RV733 2218466.46 229280.21 12336 2.3 3811 AFTON RD 120 31 60 20 1 min 12 769.97 SY183 2218456.96 229287.76 12346 2.3 3807 AFTON RD 80 10 60 20 2 min 12 769.25 UB651 2218427.32 229218.17 12374 2.3 3822 AFTON RD 1 240 30 42 30 2 min 12 772.17 WK661 2218802.39 225948.17 12379 2.3 4421 S OAKLEY ROAD 111 109 111 5 20 30 2 min 12 750.27 OT481 2230153.79 216478.43 12407 2.3 6212 S EDGEWATER DR 60 57 60 25 40 25 1 min 18 770.91 EL959 2230410.04 216444.24 12428 2.4 6237 EDGEWATER 60 58 60 20 25 10 2 min 12 771.17 NV085 2232364.87 216415.00 12524 2.4 6319 HWY 51 S 1 60 55 60 15 22 15 3 min 12 753.07 CU851 2230687.43 216238.26 12625 2.4 6303 EDGEWATER DR 58 55 58 25 30 10 12 771.28 KM196 2230514.64 216227.50 12640 2.4 EDGEWATER DR 62 57 62 25 30 10 2 min 12 773.49 KU827 2230514.64 216227.50 12640 2.4 EDGEWATER DR 65 60 65 23 30 10 2 min 12 773.49 OL316 2218158.93 228615.97 12647 2.4 3957 AFTON RD 185 15 30 25 1 min 12 776.51 OB950 2218196.44 230445.74 12683 2.4 3701 MAYNARD 100 40 60 15 1 min 12 804.97 HZ397 2221404.25 237676.25 12737 2.4 2239 S RIVER RD 53 48 53 15 15 10 1 min 12 773.24 EM822 2218589.02 232798.13 12776 2.4 3143 AFTON RD 160 80 90 10 4 hr 12 802.99 CU833 2218605.53 233248.82 12900 2.4 232 AFTON RD 1 133 130 133 20 20 15 4 hr 12 800.39 MS477 2218599.68 233242.92 12903 2.4 6245 AFTON RD 195 21 60 20 1.5 min 15 800.39 HM285 2218592.46 233262.89 12917 2.4 6321 AFTON RD 225 35 38 10 1 min 12 800.36 CU857 2218589.46 233265.77 12920 2.4 5808 AFTON RD 112 53 60 10 4 hr 12 800.36 QU960 2218587.88 233262.84 12921 2.4 6021 AFTON RD 135 22 40 20 1 hr 16 800.36 IG156 2218585.22 233260.26 12923 2.4 AFTON RD 200 90 110 15 2 min 12 800.36 MS468 2217914.00 227936.03 12931 2.4 4095 AFTON RD 156 153 156 20 40 20 1.5 min 20 770.17 WK072 2225093.35 240717.49 12932 2.4 3315 W CREEK VIEW PKWY 1 80 77 80 27 69 40 1 min 24 825.91 WM128 2218573.65 233260.13 12933 2.4 6447 AFTON RD 58 55 58 20 40 20 1 min 12 800.92 EL961 2230897.94 215901.02 12959 2.5 6337 EDGEWATER 1 60 58 60 15 20 10 1 min 12 767.55 OB921 2230422.36 215896.20 12975 2.5 6329 S KRUEGER DR 65 63 65 23 40 30 1 min 16 772.46 ST758 2218583.96 233421.71 12977 2.5 3037 AFTON RD 1 128 124 128 20 39 20 3 min 12 800.29 MF944 2218569.60 233768.54 13111 2.5 2954 AFTON RD 1 180 75 80 12 2 min 12 802.35 Page 4 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles YG991 2217842.12 226797.31 13144 2.5 4207 S AFTON RD 1 157 154 157 24 110 20 1 min 18 760.50 GG007 2230665.05 215686.89 13176 2.5 6404 EDGEWATER 62 60 62 20 25 15 2 min 12 771.60 NB625 2230459.85 215683.41 13186 2.5 6403 KRUEGER DR 57 54 57 20 40 20 1 min 14 772.02 MS456 2230200.83 215677.47 13204 2.5 6332 S KRUEGER 63 26 50 15 1 min 14 769.78 TN908 2228094.93 242088.96 13226 2.5 1424 S PEARL 1 164 75 93 10 2 min 12 846.73 NB633 2230175.58 215601.73 13281 2.5 6412 KRUGER RD 57 54 57 18 40 20 1 min 24 769.54 HZ793 2217819.04 226015.96 13319 2.5 4434 AFTON RD 72 69 72 20 30 20 1 min 12 759.88 IG200 2217646.76 226620.55 13367 2.5 4319 WARLANCE 66 63 66 18 40 15 1 min 12 759.91 LZ454 2230436.69 215499.07 13371 2.5 6417 KRUGER 55 52 55 21 30 20 1 min 12 770.68 EL947 2230812.16 215474.29 13387 2.5 6428 EDGEWATER DR 55 52 55 8 10 10 1 min 12 766.84 MF910 2217703.68 226077.01 13418 2.5 4309 S INDIAN LK 50 45 50 15 21 12 2 min 12 759.79 MF903 2230995.66 215374.74 13485 2.6 CUTTER DR 65 60 65 15 23 12 2 min 12 762.19 IH645 2230995.90 215354.70 13505 2.6 W CUTTER DR 65 60 65 15 22 10 2 min 12 762.19 YE393 2217851.01 225149.20 13508 2.6 4921 CR D 1 60 57 60 4 30 25 1 min 230 760.32 MF902 2230329.22 215360.77 13514 2.6 KRUGER DR 65 60 65 20 29 12 2 min 12 769.99 RT679 2230986.34 215342.92 13517 2.6 715 CUTTER DR 62 57 62 19 28 10 2 min 12 761.96 FK150 2217441.96 226737.10 13549 2.6 4300 S WARLANCE 74 71 74 20 30 15 2 min 12 762.06 6214 DUGGAN RD TH766 2224249.36 216981.58 13621 2.6 80 77 80 51 60 20 2 min 12 793.41 ALSO SERVES 6228 DUGGAN RD BD429 2224242.19 216972.75 13632 2.6 6214 DUGGAN ROAD 1 420 60 130 550 8 hr 14 793.41 CS065 2219776.32 220854.42 13686 2.6 BASS CREEK RD 66 63 66 8 15 10 4 hr 12 763.56 YH141 2219738.69 220896.28 13692 2.6 3421 W 3RD ST 1 100 19 32 30 1.5 min 16 763.59 LN100 2217266.94 226765.42 13717 2.6 4306 S WARLANCE 63 60 63 15 40 20 1 min 20 765.72 LJ832 2217349.16 226123.37 13755 2.6 4341 INDIAN LAKE DR 66 63 66 20 40 15 1 min 12 761.24 LJ836 2217248.06 226622.33 13759 2.6 4318 S WARLANCE L 76 73 76 12 50 15 1.5 min 18 764.04 HI238 2217592.65 225092.39 13771 2.6 3812 EAU CLAIRE RD 69 66 69 20 30 15 1 min 12 765.96 UF702 2219407.52 221159.38 13812 2.6 3439 3RD ST 100 10 40 20 2 min 12 760.99 RD729 2230178.53 215025.50 13856 2.6 6530 S KRUEGER DR 60 57 60 25 32 10 1 min 12 759.59 HM267 2218518.81 222525.77 13873 2.6 5041 AFTON RD 55 50 55 10 15 10 1 min 12 760.22 RH064 2217739.82 233729.06 13875 2.6 89 FALLING CREEK CIR 62 59 62 14 20 20 1 min 12 786.22 YI062 2218467.87 222530.31 13916 2.6 4931 AFTON RD 1 60 57 60 7 40 30 1 min 18 760.34 SD279 2217394.00 225235.98 13923 2.6 3836 W EAU CLAIRE RD 61 58 61 15 40 30 1 min 12 760.43 ST715 2245005.58 229997.51 13928 2.6 S CO RD J 143 75 89 20 2.5 min 12 837.43 VD111 2245008.16 230006.29 13931 2.6 S CO RD J 182 80 97 12 2.5 min 14 837.43 KM167 2217125.23 226216.39 13955 2.6 INDIAN LAKE DR 65 60 65 20 25 10 1 min 12 763.14 MF404 2218445.16 222465.90 13966 2.6 3812 6TH ST 54 51 54 20 30 20 1 min 18 761.21 SY140 2230322.38 214907.99 13966 2.6 826 WEST COVE 60 57 60 20 40 18 2 min 12 758.71 IG168 2217102.94 226186.98 13983 2.6 4415 S INDIAN LAKE DR 60 57 60 18 40 15 1 min 12 763.13 Page 5 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles WM138 2217355.93 225099.61 13997 2.7 4007 W EAU CLAIRE 280 20 100 30 1 min 12 769.67 RO887 2217356.00 225093.78 13998 2.7 4007 W EAU CLAIR 180 3 60 40 2 min 12 769.67 YI826 2217353.20 225079.17 14005 2.7 4007 WEST EAU CLAIRE ROAD 1 60 57 60 11 50 25 1 min 24 769.74 1
DV223 2228066.73 242898.16 14024 2.7 1301 S PEARL 240 120 130 15 4 hr 12 844.73 GG006 2230981.54 214808.53 14052 2.7 6554 EDGEWATER 62 59 62 15 20 15 2 min 12 755.27 LN060 2217215.67 225269.73 14086 2.7 3904 EAU CLAIRE RD 77 74 77 30 40 20 1 min 12 763.29 EL982 2218308.79 222453.82 14092 2.7 3723 6TH ST 59 54 59 25 30 10 1 min 12 762.75 HZ729 2217278.37 233017.93 14095 2.7 TRIPP RD 140 67 80 30 1 min 12 805.08 YF657 2218492.26 222105.22 14096 2.7 5208 AFTON RD 140 25 100 30 2 min 12 757.90 MZ158 2219591.62 220395.65 14108 2.7 3428 BASS CREEK RD 1 120 10 19 12 2 min 12 751.79 FP486 2216978.79 225729.27 14202 2.7 4449 INDIAN LK RD 62 59 62 15 20 15 2 min 12 761.38 IH687 2230335.46 214594.69 14279 2.7 6042 KRUGER DR 65 60 65 25 29 12 2 min 12 757.34 HZ732 2217013.18 225249.26 14287 2.7 3922 W EAU CLAIRE RD 71 68 71 25 35 15 1 min 18 772.36 HC806 2232986.96 214703.75 14300 2.7 G @ E TOWN LINE RD 110 70 110 45 80 1200 3 min 25 755.10 HC807 2232986.96 214703.75 14300 2.7 HWY G @ E TOWN LINE RD 93 45 60 10 2 min 24 755.10 IH688 2232986.96 214703.75 14300 2.7 E TOWNLINE 165 65 73 12 2 min 12 755.10 HZ724 2216496.61 228581.87 14310 2.7 3952 CEMETERY RD 108 105 108 40 50 15 1 min 12 800.36 AC491 2216518.93 227634.09 14347 2.7 4005 CEMETERY RD 230 50 60 150 2 hr 12 795.38 GK743 2232961.73 214628.37 14371 2.7 TOWN LINE RD 97 82 97 22 50 30 1 min 16 755.06 ND365 2232961.73 214628.37 14371 2.7 TOWNLINE RD 99 68 99 17 43 1100 1 min 18 755.06 KM162 2245119.26 225665.47 14398 2.7 4516 E CO J 165 65 68 10 1 min 12 839.10 CV624 2244927.36 233112.94 14404 2.7 2618 E AVALON RD 1 100 97 100 70 75 12 4 hr 0 844.39 OL314 2244959.81 233144.32 14444 2.7 3916 E AVALON RD 160 80 100 15 1 min 14 844.75 MS418 2216781.73 225412.91 14469 2.7 4527 INDIAN LAKE DR 65 62 65 19 40 20 1 min 12 767.95 NB435 2216821.11 225211.78 14482 2.7 4545 INDIAN LK 71 22 28 20 1 min 12 769.58 HI268 2218515.89 221191.72 14540 2.8 N/A 45 42 45 7 12 10 1 min 12 761.88 HI271 2218515.89 221191.72 14540 2.8 N/A 45 42 45 8 15 15 1 min 12 761.88 GK782 2225726.05 242810.33 14596 2.8 1303 S ARCH 1 125 120 125 70 80 10 1 min 12 833.58 IJ077 2216538.48 225767.78 14623 2.8 4500 S INDIAN LAKE 65 62 65 10 25 20 4 min 18 764.30 EL960 2235067.19 214562.13 14871 2.8 700 TOWNLINE RD 60 58 60 15 20 10 2 min 12 784.92 QU994 2217816.05 221654.85 14905 2.8 3801 3RD ST 180 50 70 100 2 hr 24 770.61 SZ874 2216025.53 231586.23 14994 2.8 N/A 424 31 86 550 1 min 13 816.87 IH529 2225882.90 214572.38 15153 2.9 W TOWNLINE 70 65 70 25 32 12 2 min 12 785.93 HZ738 2236350.62 214585.06 15250 2.9 1318 TOWNLINE RD 58 55 58 25 30 10 4 min 12 815.06 RO850 2215963.70 232995.38 15355 2.9 4326 TRIPP RD 80 20 40 20 1 min 12 809.77 KZ633 2215963.41 233021.25 15362 2.9 5135 TRIPP RD 160 80 95 15 1.5 min 12 809.80 SD300 2215954.93 233009.86 15368 2.9 4749 TRIPP RD 180 120 140 30 1 min 12 809.80 TN902 2217845.08 220059.45 15722 3.0 3800 PLYMOUTH CHURCH 1 143 75 93 12 2 min 12 800.95 Page 6 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles CV588 2224280.02 214549.70 15777 3.0 R 3 DUGGAN RD 1 145 55 65 15 8 hr 12 790.02 EL998 2245196.83 221861.50 15781 3.0 5204 E CO J 115 25 30 10 1 min 12 839.96 KU829 2224280.18 214535.49 15789 3.0 DUGGAN RD 70 65 70 25 30 10 2 min 12 790.02 MF904 2224280.18 214535.49 15789 3.0 DUGGAN RD 75 70 75 25 33 12 2 min 12 790.02 0 feet UB674 2217229.99 220866.53 15807 3.0 3820 W BASS CREEK RD 1 105 Above 16 20 2 min 28 754.74 Ground VL692 2233182.20 212992.95 16021 3.0 301 W TOWN LINE RD 123 99 123 25 40 700 2 min 12 760.33 LN052 2245205.96 221185.85 16104 3.0 5338 E COUNTY RD J 125 40 60 10 1 min 12 839.75 KZ608 2245192.23 221142.67 16112 3.1 CTY HWY J 300 80 100 20 2 min 24 839.87 KZ609 2245192.23 221142.67 16112 3.1 CTY HWY J 300 80 12 200 20 min 24 839.87 LN348 2245192.23 221142.67 16112 3.1 CO HWY J 510 70 200 600 3 min 36 839.87 UM631 2238648.49 214602.37 16182 3.1 2300 TOWNLINE RD 80 76 80 50 55 15 2 min 12 816.07 OL857 2227894.88 245080.54 16197 3.1 1317 W GRAND AVE 1 180 90 98 15 3 min 12 767.64 AS524 2245210.81 220901.97 16246 3.1 5403 CTY J 130 80 80 15 8 min 20 840.75 SY122 2239056.67 214592.71 16387 3.1 2125 W TOWNLINE RD 80 77 80 45 70 24 1 min 12 813.51 NV633 2214803.50 232997.19 16480 3.1 4235 TRIPP RD 120 50 70 15 2 min 14 817.02 LI689 2214797.67 232988.38 16483 3.1 4235 TRIPP RD 1 435 47 150 700 0.5 min 13 817.43 OT470 2224265.99 213676.95 16579 3.1 4214 S DUGAN RD 77 74 77 43 60 15 2 min 14 790.00 RO896 2216449.87 220505.45 16662 3.2 4006 PLYMOUTH CHURCH 100 35 80 30 1 min 12 776.84 XA864 2214511.63 225054.05 16759 3.2 4321 EAU CLAIRE 1 70 66 70 20 22 15 2 hr 12 772.45 IG133 2221670.43 243199.75 16797 3.2 2941 W BROOKVIEW CT 87 84 87 20 40 30 2 min 12 774.58 AC492 2237834.34 244537.24 16821 3.2 2008 E DELAVAN DR 48 46 48 18 22 15 2 hr 12 779.67 GK798 2226379.67 212663.42 16825 3.2 4112 WALTERS RD 40 31 36 10 15 10 1 min 18 780.54 RD740 2245236.03 219139.97 17207 3.3 5701 CO RD J 1 102 99 102 70 78 12 4 min 12 836.48 SZ864 2244719.84 239628.20 17224 3.3 1910 CO RD J 1 129 99 129 73 96 900 1 min 14 853.69 1
AC499 2213530.07 227519.26 17334 3.3 4537 CEMETERY RD 120 50 60 50 4 hr 18 799.56 KK793 2216034.56 219782.10 17392 3.3 4110 W PLYMOUTH CHURCH 120 35 60 40 1 min 14 801.42 LZ640 2230263.71 246607.93 17449 3.3 N3357 CHERRY RD 203 10 75 10 3 min 12 772.17 KT575 2213343.93 230097.78 17489 3.3 3644 TRACEY RD 200 42 80 20 3 min 12 799.04 AE603 2221152.55 214152.37 17650 3.3 2060 PROVINCIAL LN 73 70 73 40 40 15 8 hr 12 791.17 AB258 2221166.95 214141.23 17651 3.3 2031 PROVINCIAL 77 40 45 12 2 hr 12 791.30 CM543 2221118.45 214166.56 17657 3.3 990 PROVINCIAL LN 82 80 82 55 58 10 1 hr 12 790.90 NV096 2213293.98 226484.46 17687 3.3 4310 TRACEY RD 1 70 65 70 25 35 12 3 min 12 790.64 YF458 2221126.07 214016.48 17778 3.4 3129 PROVINCIAL LN 1 84 80 84 40 56 15 2 min 12 791.20 OB952 2213084.84 226926.49 17837 3.4 4225 S FOXMOOR DR 78 76 78 35 60 10 1 min 12 794.44 SH262 2226375.90 211607.82 17845 3.4 4003 WALTERS RD 114 110.5 110.5 35.8 50.4 4130 48 min 24 780.40 SD305 2215374.90 219946.51 17873 3.4 4224 PLYMOUTH CHURCH 120 40 60 30 1 min 12 779.22 EL924 2221275.73 213738.24 17930 3.4 3943 VICTORIAN LN 79 77 79 50 55 10 1 hr 12 791.09 Page 7 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles AT052 2221258.19 213740.59 17938 3.4 3955 VICTORIAN LA 75 78 75 45 48 12 2 hr 12 791.10 IG172 2212985.31 226820.80 17948 3.4 4224 S FOXMOOR 1 83 80 83 15 40 15 2 min 12 796.49 MS459 2220777.18 214023.86 17965 3.4 3219 PROVINCIAL LN 87 84 87 41 60 15.2 1 min 16 781.38 IG176 2214915.40 220545.41 17984 3.4 4328 PLYMOUTH CHURCH 120 35 50 20 1 min 12 766.12 OB997 2212800.54 227548.12 18059 3.4 4715 W CEMETERY RD 99 96 99 32 50 15 2 min 16 794.35 YH181 2215801.81 239184.73 18094 3.4 1915 S HAYNER RD 1 510 50 170 800 1 min 18 818.31 DV204 2212808.27 227084.95 18094 3.4 4200 FOXMOOR 75 72 75 40 45 10 12 797.06 KS566 2238018.97 245848.70 18098 3.4 909 SHARON RD 55 52 55 18 25 15 1 min 12 784.52 AV850 2212842.11 226399.72 18146 3.4 4717 WOODS EDGE 110 107 110 45 55 15 2 hr 8 794.84 LN093 2220737.10 213778.84 18191 3.4 3230 MARILYN PKWY 76 73 76 35 45 20 1 min 18 781.84 MZ198 2228541.63 247273.50 18260 3.5 507 S WASHINGTON ST 1 65 60 65 20 32 10 2 min 12 818.70 LZ461 2220565.90 213769.26 18294 3.5 3240 MARILYN PKWY 80 77 80 35 50 20 1 min 12 779.31 QK413 2212616.44 226876.92 18308 3.5 4229 S SPRING PK 86 83 86 35 60 20 1 min 13 800.50 YH031 2224552.94 246436.67 18404 3.5 ROCK PORT RD 140 50 80 25 1 min 24 840.06 OB823 2220780.65 213475.34 18420 3.5 3265 W MERILYN PKWY 75 71 75 25 25 18 1 min 15 781.04 NV647 2242355.50 214338.56 18428 3.5 6614 S PATRICK 87 84 87 48 60 20 2 min 16 815.22 KS545 2220330.20 213746.93 18447 3.5 4203 S CHIPPENDALE DR 70 67 70 30 40 10 2 min 18 779.41 HZ725 2212446.12 226423.84 18535 3.5 4835 WOODS EDGE 72 69 72 35 40 15 1 min 12 798.29 NB467 2220579.67 213454.50 18548 3.5 3295 W MARILYN PKWY 74 71 74 32 40 20 1 min 12 779.72 AV871 2212432.69 226421.14 18548 3.5 4851 WOODS EJHE RD. 85 83 85 35 40 12 2 hr 12 798.70 SY121 2214622.24 219776.78 18610 3.5 4404 PLYMOUTH CHURCH 140 20 60 20 2 min 18 781.37 HI252 2212395.28 226247.24 18610 3.5 4815 WOODS EDGE 80 77 80 30 40 15 1 min 12 790.87 KZ626 2212304.66 226782.78 18629 3.5 4306 SPRING PARK DR 97 94 97 35 50 15 1 min 12 801.89 RC212 2220891.62 213139.44 18642 3.5 3266 VEL MARGE PKWY 73 71 73 40 45 15 2 min 16 791.09 HM292 2243067.35 214607.13 18667 3.5 3111 TOWNLINE RD 85 80 85 50 60 10 2 min 12 816.57 KS703 2220351.23 213456.67 18674 3.5 3325 W MARILYN DR 66 63 66 30 40 20 1 min 12 777.63 LN056 2212190.81 227450.74 18674 3.5 4805 W CEMETERY 84 81 84 35 60 20 1 min 12 791.66 MN790 2212194.93 227095.77 18703 3.5 4807 W GREENFIELD 74 71 74 32 50 20 7 min 12 795.96 LN091 2212093.65 227672.38 18754 3.6 4823 W CEMETERY RD 82 79 82 35 70 10 1 min 12 790.43 RD748 2220598.34 213135.42 18804 3.6 3298 VEL-MARGE PKWY 60 57 60 22 38 15 2 min 12 785.53 RD759 2220598.34 213135.42 18804 3.6 3299 VEL-MARGE PKWY 70 60 70 8 40 50 48 hr 12 785.53 RH089 2220598.34 213135.42 18804 3.6 3300 VEL-MARGE PKWY 67 64 67 20 40 20 1 min 12 785.53 RK639 2220598.34 213135.42 18804 3.6 3301 VEL-MARGE PKWY 97 94 97 50 70 20 1 min 12 785.53 RK685 2220598.34 213135.42 18804 3.6 3302 VEL-MARGE PKWY 120 30 60 20 1 min 12 785.53 RD734 2220578.28 213146.13 18806 3.6 3296 VEL-MARGE PKWY 73 70 73 35 47 12 2 min 12 784.34 RC208 2220575.14 213138.07 18814 3.6 3326 W VEL MARGE PKWY 69 65 69 40 47 15 2 min 16 784.34 RD735 2220589.85 213123.66 18818 3.6 3297 VEL-MARGE PKWY 143 40 51 15 2 min 12 785.53 LZ480 2228815.19 210162.69 18819 3.6 451 WOODLAND DR 55 52 55 7 15 20 1 min 18 747.28 ST727 2219808.35 213636.12 18839 3.6 3404 MARILYN PKWY 66 63 66 28 43 20 3 min 12 783.40 Page 8 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles MF434 2212063.36 226494.77 18904 3.6 4838 W WOOD EDGE RD 94 91 94 40 55 20 1 min 12 801.10 MD159 2245258.47 216379.22 18929 3.6 6014 S HWY J 1 100 80 100 54 79 800 0.5 min 13 834.45 WK665 2221329.48 212528.02 18937 3.6 4074 S HAMILTON DR 1 69 66 69 35 50 24 2 min 12 791.44 1
TD956 2245290.21 216382.52 18951 3.6 6014 S CO J 125 105 125 77 100 900 1 min 13 834.29 TH758 2245290.21 216382.52 18951 3.6 S628 S CO J 140 70 100 20 2 min 12 834.29 QO776 2219627.64 213610.04 18967 3.6 3408 W MARILYN DR 60 56 60 38 44 15 3 min 12 790.09 HZ386 2228699.04 209980.19 19013 3.6 440 WOODLAND DR 46 41 46 5 10 10 1 min 12 748.90 AW308 2228605.32 209976.92 19028 3.6 434 WOODLAND 49 47 49 4 8 10 2 hr 12 748.57 VD118 2229041.08 209918.91 19037 3.6 3649 GLENNWOOD DR 1 48 40 48 10 19 10 2 min 12 750.13 TN946 2220175.86 213121.57 19049 3.6 S VEL MARGE PKWY 63 60 63 20 42 15 2 min 12 773.52 VD108 2220175.86 213121.57 19049 3.6 VEL MARGE PKWY 136 132 136 30 47 10 2.5 hr 14 773.52 NT277 2211783.72 227159.84 19106 3.6 4833 GREENFIELD DR 75 72 75 30 50 20 1 min 18 786.87 ST169 2228418.39 209904.41 19123 3.6 419 ACORN 47 44 47 4 20 20 1 min 12 748.42 TH060 2220022.58 213051.33 19194 3.6 3403 VEL MARGE PKWY 63 59 63 22 28 12 2 min 18 778.77 WN398 2222452.46 246402.95 19199 3.6 3145 ROCKPORT RD 1 60 57 60 7 30 25 1 min 20 831.53 RK673 2250273.53 230287.56 19203 3.6 3620 S LAPRAIRIE TOWNHALL 160 80 120 20 1 min 12 901.10 MZ159 2228165.75 209829.69 19232 3.6 3610 IDLEWILD 1 50 47 50 6 19 10 2 min 12 746.85 TW804 2224223.49 210809.04 19256 3.6 3918 S DAGGAN RD 80 77 80 40 60 20 2 min 12 780.99 XI360 2250347.68 227791.36 19274 3.7 4600 E MAPLE LN 1 145 40 80 30 1 min 18 825.89 YE292 2250347.68 227791.36 19274 3.7 5001 MAPLE LANE 140 60 100 40 3 min 12 825.89 YL161 2228719.68 209686.29 19303 3.7 3616 GLENWOOD DR 1 48 44 48 10 22 12 3 min 12 752.03 SH199 2211546.42 227297.59 19330 3.7 4903 W CEMETARY RD 155 153 155 37 80 20 1 min 12 793.80 ST772 2231917.50 248559.44 19411 3.7 2134 S RIVER ST 1 124 35 57 30 2 min 12 769.94 SF968 2231920.46 248559.47 19411 3.7 2134 S RIVER ST 1 55 52 55 25 39 15 3 min 12 769.94 1
WK712 2220708.38 212282.66 19466 3.7 5317 N NEWVILLE RD 79 76 79 35 60 25 1 min 26 787.32 1
WL807 2220708.38 212282.66 19466 3.7 4536 CR G 80 77 80 33 60 25 1 min 24 787.32 GD134 2225323.80 247938.05 19586 3.7 BAKKE RD 218 6 63 15 1 min 24 824.79 MO557 2225349.66 247958.40 19599 3.7 325 S ARCH ST 1 100 24 60 20 1 min 15 824.58 CU870 2223596.14 247367.23 19616 3.7 5101 S JOHNSON RD 1 105 35 40 10 4 hr 12 842.87 LJ833 2250132.29 233863.28 19623 3.7 2945 LA PRAIIRE TOWN HALL RD 100 50 70 20 1 min 15 866.86 WN221 2230383.71 248930.38 19766 3.7 121 S HIGH ST 1 98 95 98 22 70 20 1 min 18 788.95 QO773 2229307.23 209155.12 19773 3.7 731 PHILHOWER RD 75 70 75 48 54 12 3 min 12 794.07 MF472 2214748.94 217406.82 19780 3.7 4332 NOSS RD 120 60 80 20 1 min 20 809.83 LJ837 2230278.61 249018.46 19858 3.8 129 S HIGH ST 1 108 105 108 5 25 20 1 min 12 791.32 OT443 2211954.33 235625.38 19962 3.8 4643 OLEARY RD 85 10 30 15 1 min 14 816.98 UW210 2211948.47 235619.49 19966 3.8 4643 OLEARY RD 1 425 24 87 700 1 hr 13 816.98 KM296 2214810.60 241075.35 19996 3.8 4232 HANOVER RD 123 26 50 20 1 min 18 825.72 Page 9 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles CU114 2234765.57 248830.72 20021 3.8 1149 HOME PARK 1 430 50 190 1000 4 hr 13 843.92 RT656 2229721.75 208862.51 20035 3.8 PHILHOWER RD 64 60 64 25 45 20 3 min 12 771.50 SF966 2229736.16 208851.01 20046 3.8 749 PHILHOWER RD 1 63 59 63 23 39 20 2 min 12 768.68 SF954 2229474.54 208853.08 20061 3.8 735 PHILHOWER RD 1 66 63 66 22 31 15 2 min 12 764.88 SF959 2229474.54 208853.08 20061 3.8 735 PHILHOWER RD 60 57 60 15 27 15 2 min 12 764.88 GG069 2214415.27 217382.39 20066 3.8 4412 NOSS RD 140 70 80 15 1 min 12 833.70 LZ637 2250053.33 235823.25 20118 3.8 TOWN HALL RD 123 50 57 10 6 min 12 864.44 SY117 2250059.32 235817.86 20122 3.8 S LA PRAIRIE TOWNHALL 160 100 140 20 2 min 12 863.54 UF600 2244879.14 243905.27 20229 3.8 E CO RD O 110 90 110 28 78 700 2 hr 16 829.09 IG116 2210576.08 227663.99 20269 3.8 4939 N CEMETARY RD 119 116 119 45 60 15 1 min 12 815.82 IJ090 2233652.53 208746.72 20292 3.8 3495 FLACK RD 93 90 93 35 69 10 6 min 14 788.82 HZ385 2228425.64 208696.21 20321 3.8 83 AUBURN 48 43 48 10 15 10 1 min 12 754.87 MO319 2234849.58 208903.40 20330 3.9 3500 PRAIRIE AVE 108 105 108 40 50 25 1 min 12 779.13 SD307 2210479.20 227761.72 20359 3.9 5114 W CEMETERY RD 145 142 145 60 80 20 1 min 12 814.95 OL900 2224185.86 209618.20 20389 3.9 3763 DUGGAN RD 85 80 85 43 59 15 4 min 12 780.97 HI287 2233637.68 208612.41 20423 3.9 3469 FLAK RD 86 83 86 45 60 20 1 min 12 790.23 HZ785 2235852.83 208885.79 20561 3.9 PHILHOWER RD 95 92 95 55 80 20 1 min 12 800.32 OT410 2233634.90 208437.43 20596 3.9 3459 S FLACK RD 103 101 103 53 75 20 1 min 15 794.37 WK676 2250027.14 237245.53 20615 3.9 2232 S LAPRARIE TOWNHALL RD 160 50 80 20 1 min 12 866.70 SY119 2242445.68 211582.64 20723 3.9 7114 S PATRIC RD 80 77 80 60 75 15 2 min 12 816.67 NB491 2236819.94 208892.94 20804 3.9 1518 E PHILHOWER RD 86 84 86 45 60 15 1 min 12 802.72 RT681 2226917.85 208356.61 20894 4.0 23 E AUBURN RD 53 50 53 5 12 15 3 min 42 746.61 NT292 2223967.18 208995.71 21049 4.0 3730 S DUGGAN RD 79 76 79 40 60 20 2 min 18 781.35 IH640 2231676.10 250246.00 21086 4.0 51 S MAIN 1 50 45 50 3 8 10 2 min 12 783.93 OT485 2223924.08 208781.63 21266 4.0 3684 DUGGAN RD 82 79 82 41 60 20 1 min 18 782.09 OB934 2213287.51 216805.12 21322 4.0 4629 W NOSS RD 120 60 80 25 1 min 20 830.54 EL989 2209469.42 227317.48 21398 4.1 5331 CEMETERY RD 65 60 65 40 55 10 1 min 12 804.95 WK674 2218153.81 211615.91 21446 4.1 2442 W FINLEY RD 180 40 60 20 2 min 12 774.55 MS457 2218560.69 211266.52 21493 4.1 2402 FINLEY RD 180 22 50 15 1.5 min 16 792.10 II119 2250483.03 238374.62 21498 4.1 5109 E LONE LN 145 51 85 20 2 min 12 868.34 ST782 2233892.53 207406.04 21653 4.1 1637 SECURITY 1 80 77 80 49 62 20 2 min 12 802.47 SY139 2235446.27 250455.68 21749 4.1 7335 PETTER 160 50 120 20 1 min 12 855.28 RC663 2233033.83 207155.72 21803 4.1 1415 E SECURITY RD 96 94 96 5.5 65 20 1 min 12 800.74 WK891 2228721.31 250864.32 21806 4.1 MADISON RD 118 109 118 68 76 50 1 min 18 829.95 AZ461 2232936.73 207141.45 21808 4.1 1409 SECURITY RD 1 77 75 77 45 60 10 1 hr 10 800.74 ST705 2233149.76 207012.02 21957 4.2 1446 SECURITY 96 93 96 50 67 20 3 min 12 799.81 HR614 2247514.49 243691.14 21970 4.2 4133 CTY O 180 63 80 40 1.5 min 12 855.68 KM187 2233148.15 206989.04 21980 4.2 1435 SECURITY 85 80 85 55 63 10 1 min 12 799.99 Page 10 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles QZ050 2233507.68 207003.11 22004 4.2 141 SE SECURITY RD 96 94 96 55 65 20 1 hr 12 800.76 QZ047 2208772.20 228501.51 22034 4.2 3931 MURRY RD 119 117 119 30 60 4 1 min 12 797.97 MF493 2217669.87 211240.22 22036 4.2 2492 W FINLEY RD 180 60 70 25 1 min 16 794.93 IG138 2208775.86 229768.86 22037 4.2 3701 MURRAY 156 153 156 80 120 30 1 min 12 838.39 RK690 2208772.99 229760.08 22039 4.2 3701 MURRAY RD 120 117 120 55 80 20 1 min 12 836.67 LE040 2242297.20 209752.54 22198 4.2 7448 S PATRICK RD 78 75 78 37 65 15 2 min 16 809.35 LT052 2224150.88 207720.64 22200 4.2 3525 S DUGGAN RD 67 64 67 22 40 20 1 min 18 765.72 OL889 2227514.97 206924.12 22202 4.2 COMMUNITY DR 50 47 50 3 13 12 3 min 26 748.67 KK757 2216882.23 211602.18 22234 4.2 2652 W FINLEY 180 52 70 25 1 min 12 795.15 NT289 2226910.37 206992.25 22236 4.2 435 COMMUNITY AVE 45 42 45 4 20 15 2 min 18 746.61 MS408 2247922.52 243672.89 22265 4.2 4217 COUNTY RD O 160 70 85 20 1.5 min 12 856.92 WK682 2216756.48 211597.51 22317 4.2 2678 W FINLEY RD 200 25 60 20 1 min 12 803.33 QZ019 2253067.69 224896.26 22336 4.2 4633 BELDING RD 180 120 140 15 1 hr 24 919.13 WM150 2233605.26 206588.75 22427 4.2 1612 E SECURITY RD 78 75 78 45 60 20 1 min 12 799.79 HZ701 2208425.53 230941.30 22457 4.3 3421 MURRAY RD 116 113 116 75 80 20 1 min 12 866.11 SD276 2208528.30 232908.06 22607 4.3 5243 W TRIPP RD 220 50 80 30 1 min 12 862.24 KS592 2216246.83 211596.62 22643 4.3 2655 W FINLEY RD 240 35 60 20 2 min 16 788.86 YH150 2216238.30 211588.14 22655 4.3 2655 FINLEY RD 1 220 30 42 40 1.5 min 12 789.64 KM166 2235439.58 206569.64 22734 4.3 2007 WALTON LN 85 80 85 60 65 10 1 min 12 805.46 NB686 2235515.42 206559.24 22759 4.3 2015 WALTON LN 88 85 88 57 70 20 1 min 14 805.52 IH678 2235543.44 206559.21 22765 4.3 2023 WALTON LN 85 80 85 60 67 12 2 min 12 805.52 NV606 2227067.23 206379.52 22812 4.3 279 E SOUTH AVE 44 41 44 6 15 20 1 min 12 746.61 IH677 2236104.41 206582.65 22861 4.3 2119 WALTON LN 85 80 85 56 63 10 2 min 12 805.23 CM535 2236180.83 206569.35 22891 4.3 2118 WALTON LN 73 71 73 50 53 10 1 hr 12 805.36 LZ474 2236444.22 206579.41 22942 4.3 2177 WALTON LN 88 85 88 55 65 15 1 min 12 805.49 VD110 2236506.85 206592.19 22945 4.3 WALTON LN 75 72 75 49 57 20 2.5 min 12 805.58 EL918 2236441.39 206568.08 22953 4.3 2177 WALTON LN 1 50 48 50 12 15 10 1 hr 12 805.49 MF924 2236515.84 206583.54 22955 4.3 WALTON LN 80 75 80 55 60 10 2 min 12 805.58 MZ173 2236515.84 206583.54 22955 4.3 WALTON LN 85 80 85 55 66 12 2 min 12 805.58 TH743 2236479.65 206568.53 22961 4.3 2176 WALTON LN 100 97 100 60 80 20 1 min 12 805.53 MS485 2221023.93 249895.36 22965 4.3 203 WAVLAND RD 1 80 77 80 32 50 20 1 min 24 875.60 NV077 2227346.70 206071.10 23071 4.4 805 LINDA AVE 63 60 63 5 16 20 3 min 12 748.04 SF953 2227395.33 206059.63 23075 4.4 145 YOST RD 1 140 136 140 55 78 25 2 min 12 748.28 NV082 2227033.33 206071.14 23122 4.4 106 YOST DR 1 62 60 62 4 12 12 3 min 24 746.61 FP420 2227405.57 205989.04 23143 4.4 438 LINDA DR 44 41 44 8 15 15 4 min 12 748.55 YL162 2227277.61 205963.51 23188 4.4 433 E LINDA AVE 1 44 40 44 8 16 10 2 min 14 747.67 YF459 2226939.68 206014.29 23194 4.4 104 E YOST DR 1 45 42 45 6 13 20 2 min 14 746.61 AV843 2249710.06 242941.83 23203 4.4 1308 TOWN HALL RD. 100 45 55 10 2 min 8 859.73 Page 11 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles KO352 2218233.02 248621.57 23216 4.4 2700 E RIDGE RD 1 120 100 120 30 79 1000 0.5 min 13 828.71 1
YG253 2208515.58 235555.90 23218 4.4 5118 W O'LEARY RD 102 41 80 20 1 min 24 883.56 BA171 2207926.53 233363.80 23280 4.4 RT 5 MURRY RD 50 47 50 20 25 15 8 min 24 877.46 OL867 2227097.10 205821.10 23358 4.4 405 LINDA 1 50 47 50 6 14 12 3 min 24 746.64 HR700 2227245.67 205742.26 23412 4.4 420 LINDA 48 45 48 10 15 10 2 min 24 747.21 SD301 2214969.17 211571.99 23506 4.5 3036 FINLEY RD 120 30 60 30 2 min 12 801.56 SP916 2228332.28 205493.10 23513 4.5 595 E AZALEA TERR 87 84 87 45 65 10 1 min 12 781.15 IG124 2228206.50 205442.07 23578 4.5 575 E AZALEA 87 84 87 30 50 25 1 min 12 776.58 MF492 2228060.96 205444.76 23592 4.5 555 E AZELEA TERR 87 84 87 52 60 20 1 min 12 779.79 TH748 2210435.53 217024.25 23612 4.5 5145 W NOSS RD 120 70 100 15 2 min 12 850.35 CG325 2210357.64 217104.33 23639 4.5 NOSS. ROAD 120 75 80 15 2 hr 12 849.68 CU831 2210351.63 217112.65 23640 4.5 NOSS RD 140 65 70 12 4 hr 12 849.68 FP412 2210351.63 217112.65 23640 4.5 HOSS RD 140 65 75 15 2 min 12 849.68 WG742 2233878.54 205260.12 23779 4.5 1615 ZICK DR 1 57 51 57 20 42 25 1 min 24 803.91 KU852 2221752.42 206862.44 23833 4.5 1838 WALTERS RD 150 75 80 10 2 min 12 817.17 RC662 2249987.62 243696.17 23880 4.5 4601 E COUNTY RD O 80 40 60 50 1 hr 12 862.45 TW830 2244367.73 208995.31 23942 4.5 3335 S CREEK PKWY 70 67 70 40 60 18 2 min 12 809.84 SY172 2234268.21 205142.99 23946 4.5 1708 E ZICK 1 70 67 70 30 40 10 1 min 12 804.68 FU943 2242157.28 250507.79 24080 4.6 2800 ROYAL 1 85 82 85 28 50 25 2 min 18 802.16 1
OL866 2225041.59 252529.17 24089 4.6 612 E CHURCH ST 55 50 55 25 30 10 3 min 12 848.24 OL872 2209802.00 217009.05 24168 4.6 5311 NOSS RD 165 105 122 12 4 min 12 854.30 RT661 2208470.44 219713.84 24178 4.6 5546 W PLYMOUTH CHUR 1 144 56 69 20 2 min 12 789.99 QK449 2209790.80 216773.11 24295 4.6 6123 S BAKKE RD 140 86 100 10 2 hr 14 862.49 NV643 2255364.84 230596.28 24304 4.6 3516 VAN ALLEN RD 225 90 100 20 1 min 17 911.34 MB563 2250443.86 243823.64 24319 4.6 5220 CTY O 152 12 42 20 1 min 18 864.82 WL826 2207850.70 237091.66 24320 4.6 2320 S MURRAY RD 1 202 85 140 25 1 min 24 889.45 OL343 2255527.27 230081.87 24438 4.6 3634 S VAN ALLEN RD 220 65 80 25 1.5 min 12 901.10 HZ396 2213536.96 211565.07 24501 4.6 3308 W FINLEY RD 165 20 20 12 1 min 12 810.35 KZ687 2250716.54 243766.93 24503 4.6 4747 HWY 14 140 60 80 20 2 min 12 864.92 YI376 2255407.33 233020.70 24621 4.7 E AVALON RD 280 125 200 30 1 min 20 910.24 UW971 2255714.85 227707.41 24637 4.7 E MAPLE LN 510 80 180 450 5 min 24 877.03 VC973 2255714.85 227707.41 24637 4.7 E MAPLE 550 25 200 600 12 min 24 877.03 UB646 2254224.79 238026.86 24797 4.7 LONE LANE RD 203 45 52 25 3 min 18 889.91 VE268 2222548.38 252653.50 24932 4.7 672 SUNSET DR 1 465 9 160 800 1 min 14 886.30 TN903 2239386.62 252666.54 24952 4.7 63 S SUMAC DR 1 84 10 22 15 3 min 12 861.26 RT695 2225651.82 253596.82 24990 4.7 420 LINDA AVE 56 53 56 4 16 15 3 min 12 851.22 NB404 2255819.96 232995.36 25024 4.7 6121 E AVLON RD 220 130 175 25 1 min 12 907.64 FQ180 2228543.10 203924.22 25052 4.7 3035 PETUNIA LN 77 72 77 45 50 10 1 hr 12 793.25 Page 12 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles MS431 2218231.82 207240.01 25065 4.7 2381 W CREEDY RD 200 75 100 40 1 min 18 852.16 WM109 2209437.73 215694.09 25152 4.8 6346 BAKKE RD 100 20 80 20 1 min 12 826.08 MO330 2255311.63 235980.62 25176 4.8 2537 S VAN ALLEN 160 100 120 25 1.5 min 14 928.43 MS466 2212465.69 211561.07 25272 4.8 3502 FINLEY RD 120 30 60 20 1.5 min 19 793.17 NV079 2219366.47 206291.86 25353 4.8 2220 CREEDY RD 1 300 100 155 65 4 min 24 888.24 WP921 2219328.59 206305.66 25358 4.8 2220 W CREEDY RD 1 310 85 180 75 1 min 18 886.87 LT066 2219349.02 206285.84 25366 4.8 2220 W CREEDY RD 265 80 100 75 1 min 18 888.24 ST743 2249856.02 246295.16 25452 4.8 4510 E HWY 14 1 57 49 57 30 36 15 2 min 12 864.80 NB700 2217892.84 206976.00 25465 4.8 2421 CREEDY RD 180 110 120 15 1 min 19 860.24 ST786 2249867.30 246318.26 25476 4.8 4510 W HWY 14 1 320 50 109 15 3 min 12 864.82 ST797 2249867.30 246318.26 25476 4.8 4510 E HWY 14 1 200 70 92 15 2 min 12 864.82 UF710 2211716.02 246284.68 25697 4.9 4837 W ROCKPORT RD 140 70 100 20 2 min 12 899.00 MF451 2206774.27 219712.55 25754 4.9 5836 W PLYMOUTH CHURCH 140 70 80 20 1 min 12 851.13 WM108 2209459.45 214447.42 25812 4.9 5901 S BAKKE RD 100 50 80 20 1 min 12 786.58 ST736 2224786.69 203755.32 25847 4.9 W807 BIG HILL RD 264 120 158 20 2 min 12 892.56 TT310 2252989.18 243120.97 26005 4.9 E HWY 14 183 49 140 20 1 min 18 880.80 QT826 2209463.23 213919.69 26109 4.9 4120 BAKKE RD 55 51 55 16 19 10 4 min 12 789.49 IG112 2255294.77 239193.77 26225 5.0 1812 VAN ALLEN 165 25 50 20 2 min 12 869.83 WK889 2239556.28 254202.00 26458 5.0 2440 PLYMOUTH AVE 1 80 77 80 5 40 25 1 min 18 864.59 1
AC494 2210705.73 211597.43 26555 5.0 R 3 FINLEY RD 100 97 100 70 75 15 24 hr 12 790.96 SD306 2231261.51 255744.53 26574 5.0 1918 THOMAS ST 91 88 91 57 80 30 1 min 12 864.33 IH504 2231255.56 255747.38 26577 5.0 2151 THOMAS 105 100 105 35 48 10 2 min 12 864.33 OL853 2210677.03 211585.45 26585 5.0 FINLEY RD 165 43 51 22 3 min 24 791.29 DV245 2231258.42 255756.16 26586 5.0 1929 THOMAS ST 90 87 90 55 60 10 2 hr 12 864.84 YF644 2231243.87 255758.91 26588 5.0 1924 THOMAS ST 98 95 98 50 80 25 3 min 12 864.53 YH139 2231243.87 255758.91 26588 5.0 THOMAS ST 79 75 79 45 55 10 2.5 min 12 864.53 YH161 2231243.87 255758.91 26588 5.0 E THOMAS STREET 60 56 60 5 12 10 3 min 12 864.53 UB628 2231241.11 255764.71 26594 5.0 2109 THOMAS ST 70 67 70 43 51 20 2 min 12 864.53 UC371 2231241.11 255764.71 26594 5.0 2029 THOMAS ST 80 77 80 50 60 25 2 min 12 864.53 UF705 2231241.11 255764.71 26594 5.0 THOMAS ST 78 75 78 40 60 15 2 min 12 864.53 RO826 2231255.36 255764.87 26594 5.0 2120 THOMAS ST 108 105 108 61 80 30 1 min 12 864.84 MF462 2231243.73 255770.20 26600 5.0 2156 THOMAS RD 82 79 82 45 60 20 1 min 18 864.53 Notes:
- 1) Owners Address
- 2) WI-State Plan South Zone NAD83 (HARN)
- 3) bgs = Below Ground Surface
- 4) ags = Above Ground Surface Page 13 of 13
ENCLOSURE 2 ATTACHMENT 1 SHINE MEDICAL TECHNOLOGIES, INC.
SHINE MEDICAL TECHNOLOGIES, INC. APPLICATION FOR CONSTRUCTION PERMIT RESPONSE TO REQUEST FOR ADDITIONAL INFORMATION WELLS WITHIN FIVE MILES OF THE SHINE SITE 13 pages follow
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles OL880 2229714.94 230279.42 1615 0.3 3587 RIVERSIDE DR 75 70 75 50 54 10 3 min 12 818.73 QZ012 2229707.06 230331.45 1658 0.3 3577 RIVERSIDE DR 101 98 101 55 70 20 1 hr 12 819.65 UJ792 2229329.02 227819.37 1864 0.4 N/A 405 53 151 525 1 min 14 807.11 GG040 2229324.42 227613.38 1996 0.4 4065 RIVERSIDE DR 52 50 52 6 10 10 1 min 12 806.57 HZ401 2229340.79 227316.15 2189 0.4 4115 HWY 51 N 1 57 52 57 20 20 10 1 min 12 805.28 HZ403 2229340.79 227316.15 2189 0.4 4116 HWY 51 N 1 68 63 68 30 50 12 1 min 12 805.28 1
QK281 2229333.49 227318.98 2192 0.4 4115 HWY 51 N 46 41 46 9 10 10 3 min 12 805.28 1
HZ382 2229337.93 227307.73 2197 0.4 4115 HWY 51 N 48 43 48 15 20 10 1 min 12 805.28 1
UF534 2229322.08 227304.63 2210 0.4 4115 N US HWY 51 140 28 39 14 2 min 14 805.28 1
IH528 2229328.11 227295.96 2212 0.4 4115 HWY 51 N 65 60 65 25 29 12 2 min 12 805.28 LW633 2229336.85 227284.76 2214 0.4 4115 S RIVERSIDE DR 28 26 28 1 15 10 2 min 15 805.17 LZ499 2229381.67 231163.43 2507 0.5 3469 RIVERSIDE DR 67 64 67 22 40 20 1 min 16 821.26 MF461 2228697.72 230882.02 2660 0.5 1110 W KNILANS RD 82 79 82 45 60 20 1 min 12 814.71 HZ788 2229245.32 231640.78 2977 0.6 3375 RIVERSIDE DR 82 79 82 55 70 20 1 min 16 821.46 YE304 2230721.21 232430.33 3266 0.6 705 W STATE HWY 11 100 96 100 75 85 30 2 min 12 827.95 KK783 2229242.75 232162.70 3427 0.6 3280 HWY 51 S 108 105 108 45 55 15 1 min 12 810.09 RT682 2229239.00 232231.18 3489 0.7 3270 RIVERSIDE DR 63 60 63 15 23 15 3 min 12 807.50 RC668 2234487.26 229949.10 3496 0.7 3719 S COUNTY RD G 100 97 100 70 80 40 1 hr 12 822.43 UB645 2229221.03 232457.32 3698 0.7 3230 RIVERSIDE DR 1 48 45 48 15 23 10 2 min 12 803.44 QV413 2226647.75 228794.00 4158 0.8 4004 S OAKHILL AVE 1 131 100 130 45 80 1000 1 min 15 799.82 1
QO763 2229268.26 233163.52 4322 0.8 2971 RIVERSIDE DR 80 76 80 48 62 15 4 min 12 800.71 WI347 2229279.63 233180.78 4333 0.8 W SOUTH CREEK PKWY 77 74 77 38 60 20 1 min 18 800.97 LZ458 2234467.82 231839.11 4350 0.8 3332 COUNTY RD J 116 113 116 70 90 20 1 min 12 830.89 KS529 2228819.29 233123.68 4474 0.8 505 W AVALON RD 107 104 107 67 80 15 1 min 12 802.54 RC203 2234539.38 225596.99 4797 0.9 4537 S CO HWY G 101 97 101 50 50 12 2 min 12 822.95 AS859 2225916.19 231698.94 5553 1.1 3330 S OAKHILL AVE 95 92 95 45 50 15 8 min 16 807.95 NB689 2235412.18 232635.43 5585 1.1 1202 DETROIT AVE 98 95 98 65 80 20 1 min 16 833.60 CG358 2229226.46 234629.73 5718 1.1 2821 CENTER AVE (HWY 51 S) 118 105 118 55 65 220 12 hr 18 810.26 CG359 2229226.46 234629.73 5718 1.1 2821 CENTER AVE (HWY 51 S) 99 96 99 50 55 15 4 hr 12 810.26 XI304 2229242.27 234635.74 5719 1.1 2821 S HWY 51 1 120 100 120 49 80 200 1 min 38 810.26 TH747 2229213.01 234652.54 5744 1.1 2821 S HWY 51 1 120 25 60 40 1 min 12 813.00 CG320 2235500.26 232787.01 5749 1.1 1227 DETROIT AVE 90 87 90 60 70 15 2 hr 12 833.90 EK078 2226408.93 233084.91 5946 1.1 1800 AVALON RD 1 128 108 128 65 88 500 4 hr 13 810.49 WX043 2234579.71 223670.78 6302 1.2 S PRAIRE AVE OR CO G 120 80 120 53 75 1000 3 hr 30 772.91 RC671 2228587.64 222967.09 6340 1.2 5024 DRIFTWOOD 98 95 98 45 60 30 1 min 15 789.99 LI667 2229904.58 221990.25 6948 1.3 5101 S HWY 51 1 122 92 122 46 72 700 2 min 13 790.41 WP686 2228775.00 222017.58 7175 1.4 1208 W HAPPY HOLLOW RD 1 80 77 80 12 40 30 1 min 22 773.75 LJ848 2229286.01 221441.42 7601 1.4 5220 N DRIFTWOOD 46 43 46 7 20 20 1 min 12 759.24 Page 1 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles OB945 2227418.41 222024.13 7680 1.5 1619 HAPPY HOLLOW RD 73 70 73 7 20 15 2 min 14 767.60 HR686 2227110.82 222056.31 7795 1.5 1810 HAPPY HOLLOW RD 44 41 44 10 20 20 1 min 3 770.10 WO015 2227091.41 222059.00 7802 1.5 1814 WEST HAPPY HOLLOW ROAD 1 103 25 45 30 1 min 18 774.38 UB617 2229323.31 221105.07 7922 1.5 5312 DRIFTWOOD DR 1 50 47 50 6 13 10 2 min 14 757.62 KK788 2227145.10 221862.43 7949 1.5 1723 HAPPY HOLLOW RD 48 45 48 10 20 15 1 min 12 761.37 RD787 2229801.67 220976.86 7966 1.5 5318 S BAXTER LN 53 50 53 12 21 10 2 min 12 758.42 DV205 2226970.10 221860.78 8035 1.5 1803 HAPPY HOLLOW RD 50 47 50 12 18 10 4 hr 12 759.53 RK688 2229603.02 220786.11 8184 1.6 5411 DRIFTWOOD 45 42 45 15 20 20 1 min 12 756.71 RH062 2225994.08 222256.70 8229 1.6 2303 HAPPY HOLLOW RD 40 38 40 10 20 50 1 min 12 770.36 UY445 2226148.06 222118.87 8252 1.6 1929 HAPPY HOLLOW RD 81 77 81 10 15 15 2 hr 12 761.35 WO174 2230390.50 220567.11 8312 1.6 809 BAXTERWOOD LN 39 36 39 6 20 20 1 min 12 759.32 KS544 2230577.61 220501.14 8367 1.6 745 HAPPY HOLLOW RD 47 44 47 10 15 10 10 min 16 760.05 KK742 2225594.90 222316.27 8425 1.6 HAPPY HOLLOW RD 45 42 45 10 20 20 1 min 12 765.96 RK680 2225595.06 222302.06 8436 1.6 W HAPPY HOLLOW RD 60 57 60 15 40 25 1 min 12 765.96 TT345 2225595.06 222302.06 8436 1.6 HAPPY HOLLOW RD 61 58 61 11 45 30 1 min 18 765.96 VJ325 2226512.92 236421.89 8480 1.6 2534 S OAKHILL RD 1 408 44 90 500 1 min 13 829.88 CS066 2226508.25 236430.22 8490 1.6 2534 S OAKHILL 1 145 70 80 10 4 hr 12 829.88 GG045 2239674.75 229377.33 8570 1.6 6419 READ RD 108 105 108 55 60 15 1 min 12 818.24 LZ558 2239680.47 229371.57 8576 1.6 READ RD 1 95 40 40 15 10 min 16 818.24 KZ624 2229140.30 220470.56 8580 1.6 5441 SHADY LN 44 41 44 12 20 20 1 min 15 754.13 CO551 2239686.32 229377.47 8582 1.6 N/A 608 51 210 1000 4 hr 13 818.24 EO710 2239686.32 229377.47 8582 1.6 N/A 520 52 205 1000 4 min 13 818.24 QK445 2239686.32 229377.47 8582 1.6 1715 S REED RD 137 134 137 70 100 20 2 hr 12 818.24 RK656 2239686.32 229377.47 8582 1.6 5215 S REED 122 119 122 55 80 30 2 min 12 818.24 WI620 2239686.32 229377.47 8582 1.6 S READ ROAD 100 97 100 76 90 15 1 min 18 818.24 YF461 2229605.72 220276.22 8688 1.6 5513 S DRIFTWOOD DR 1 46 43 46 10 17 12 2 min 12 753.76 WO194 2229329.01 220266.45 8744 1.7 5512 SOUTH DRIFTWOOD DRIVE 1 80 77 80 10 30 30 1 min 18 753.42 LZ452 2222887.15 233064.77 8872 1.7 2618 AVALON RD 114 111 114 70 90 15 1.05 min 18 798.04 MS458 2231310.80 219837.95 9029 1.7 5609 HWY 51 51 48 51 13 30 15 1 min 15 763.09 AC493 2239754.80 226272.48 9061 1.7 4408 READ RD 100 97 100 60 65 15 2 hr 12 829.97 AX406 2239772.30 226272.69 9077 1.7 4408 READ RD 1 94 92 94 50 55 12 2 hr 12 829.97 NB480 2229010.07 219928.51 9138 1.7 5721 SHADY LN 45 42 45 8 15 20 1 min 12 751.96 TH759 2229024.54 219911.55 9151 1.7 5523 S SHADY LN 49 46 49 8 40 30 2 min 12 751.86 TL094 2229110.03 219854.22 9190 1.7 1019 W SUNNY LN 43 40 43 13 20 22 2 min 12 751.74 CU871 2240323.27 228792.16 9214 1.7 3950 COLORADO TRAIL 1 92 89 92 60 65 12 4 hr 12 829.06 KM188 2240321.09 227904.96 9275 1.8 COLORADO TRL 105 100 105 70 75 10 2 min 12 821.71 IK245 2222292.35 232902.03 9339 1.8 2909 AVALON RD 45 40 45 25 27 10 1 min 12 776.12 LZ636 2240522.93 227953.70 9470 1.8 4057 COLORADO TRL 100 96 100 60 67 10 8 min 12 822.43 Page 2 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles XH683 2239819.26 224971.30 9587 1.8 4631 S READ RD 1 142 101 142 64 92 1000 1 hr 12 836.37 HI245 2239994.65 225183.01 9662 1.8 2525 E WOODMON RD 100 97 100 60 80 20 2 min 12 834.38 OL354 2240822.51 228798.94 9713 1.8 3931 COLORADO DR 103 100 103 61 80 20 2 min 14 832.11 HR694 2240940.41 228931.95 9829 1.9 3911 S COLORADO 108 105 108 60 70 30 1 min 12 832.19 HI202 2221055.25 227180.58 9913 1.9 3132 W EHRLINGER RD 150 147 50 30 60 20 1 min 12 780.98 ST725 2220864.89 227064.00 10122 1.9 3148 EHRLINGER RD 60 57 60 32 47 15 2 min 12 777.56 DC127 2221029.55 232119.45 10244 1.9 3231 S RIVER 173 1 40 30 2 hr 18 759.69 HR649 2241348.86 229676.10 10258 1.9 3819 MONTONA 100 97 100 60 65 15 1 min 12 829.69 YG191 2220508.07 229282.26 10295 1.9 3837 S RIVER RD 1 123 25 60 25 1 min 24 763.35 HI253 2221088.38 232822.11 10420 2.0 3109 S RIVER RD 64 61 64 2 20 15 1 min 12 760.47 HM271 2224129.47 237217.99 10515 2.0 2502 BURBANK 1 54 49 54 12 15 10 1 min 12 810.32 KK787 2220376.27 227115.00 10593 2.0 3224 EHRLINGER RD 114 111 114 7 20 20 1 min 12 764.40 RK679 2220269.72 227278.56 10671 2.0 4135 S RIVER RD 151 149 151 40 70 20 1 min 12 766.68 RO881 2220098.37 228900.42 10702 2.0 3850 S RIVER RD 120 10 40 30 1 min 12 755.02 UC355 2220098.63 228877.46 10702 2.0 3850 S RIVER RD 80 15 40 20 2 min 12 755.77 FK156 2221640.19 234626.34 10719 2.0 2731 S RIVER RD 112 109 112 45 50 12 2 min 18 776.06 IH669 2221411.25 234405.07 10805 2.0 2739 S RIVER RD 45 40 45 10 16 12 2 min 12 763.02 HZ769 2220219.92 226799.06 10807 2.0 3307 EHRLINGER RD 82 79 82 20 30 20 1 min 12 762.08 IH670 2221098.90 234326.10 11040 2.1 2801 S RIVER RD 60 55 60 3 7 12 2 min 12 762.15 KO359 2239853.45 221942.07 11211 2.1 5215 READ RD 1 470 65 180 800 2 min 13 830.07 IG142 2239865.09 221936.38 11224 2.1 5215 S READ RD 1 180 60 80 20 2 min 12 830.08 1
CV607 2232014.83 217624.28 11285 2.1 6047 HWY 51 S 45 42 45 14 18 12 2 hr 12 755.62 CG322 2232100.94 217285.95 11630 2.2 6108 HY 51 S 45 42 45 10 15 12 2 hr 12 754.40 SI913 2223265.78 237949.53 11632 2.2 N4589 PIONEER DR 1 250 43 160 600 5 min 24 811.71 TW803 2223268.43 237952.48 11632 2.2 N4581 PIONEER RD 1 80 77 80 40 60 18 2 min 12 811.71 1
RM003 2223274.29 237958.01 11632 2.2 N4589 PIONEER DR 455 53 165 400 6 min 30 811.71 RM004 2223270.95 237991.14 11660 2.2 N4589 PIONEER DR 1 490 80 170 450 8 min 26 811.09 RP316 2223270.95 237991.14 11660 2.2 N4589 PIONEER DR 1 490 25 165 250 6 min 24 811.09 CV596 2232122.54 217235.90 11682 2.2 6116 HWY 51 S 45 42 45 8 12 20 4 hr 12 754.32 NT297 2219214.03 227030.92 11753 2.2 4207 S OAKLEY 116 20 40 20 2 min 15 763.28 MS461 2219181.11 227013.42 11788 2.2 4215 OAKLEY RD 106 103 106 20 40 20 2 min 14 762.32 MF499 2223119.80 219906.51 11860 2.2 5612 S DUGGAN RD 100 15 25 20 1 min 12 759.51 HM276 2219095.94 226806.53 11908 2.3 S OAKLEY RD 105 100 105 15 25 10 1 min 12 751.74 EL999 2230238.89 216894.58 11987 2.3 6137 EDGEWATER DR 50 45 50 15 20 10 1 min 12 766.25 KM169 2229539.83 216863.84 12079 2.3 6102 S EDGEWATER 65 60 65 20 25 10 1 min 12 766.70 AV844 2234716.68 217340.86 12110 2.3 6100 PRAIRIE RD 110 105 110 65 75 40 2 hr 12 819.14 KU856 2229748.45 216779.52 12140 2.3 6118 EDGEWATER DR 65 60 65 20 26 10 2 min 12 766.87 UC382 2234709.67 217296.31 12150 2.3 6117 S CO G 97 60 85 20 2 min 12 819.01 Page 3 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles KZ655 2230410.99 216686.64 12186 2.3 6213 EDGEWATER 66 63 66 15 30 15 1 min 12 764.28 RT657 2218627.79 229826.91 12199 2.3 3700 S AFTON RD 1 143 35 62 25 1 min 12 782.54 IJ078 2218664.99 230281.11 12200 2.3 3628 AFTON RD JANESVILLE 190 30 80 25 10 min 28 791.89 LZ457 2218659.00 230287.24 12207 2.3 3627 AFTON RD 100 25 40 20 1 min 612 791.89 IH650 2218655.22 230360.46 12218 2.3 5109 AFTON RD CO D 1 65 60 65 25 32 10 2 min 12 794.07 LN097 2229943.07 216672.44 12229 2.3 6130 EDGEWATER 63 60 63 20 30 20 1 min 18 769.75 OL317 2218657.98 230595.58 12243 2.3 3550 AFTON RD 125 40 55 20 1 min 12 800.82 YE296 2218546.15 229472.09 12262 2.3 3766 S AFTON RD 120 20 60 30 3 min 12 769.40 WM141 2220997.87 236441.17 12266 2.3 2439 S RIVER RD 260 15 60 20 1 min 12 751.99 RC664 2218857.01 226192.26 12268 2.3 4405 OAKLEY RD 118 115 118 6 20 30 1 min 21 750.05 NB632 2230489.43 216565.45 12303 2.3 6221 EDGEWATER 60 57 60 23 40 20 1 min 12 766.28 RV733 2218466.46 229280.21 12336 2.3 3811 AFTON RD 120 31 60 20 1 min 12 769.97 SY183 2218456.96 229287.76 12346 2.3 3807 AFTON RD 80 10 60 20 2 min 12 769.25 UB651 2218427.32 229218.17 12374 2.3 3822 AFTON RD 1 240 30 42 30 2 min 12 772.17 WK661 2218802.39 225948.17 12379 2.3 4421 S OAKLEY ROAD 111 109 111 5 20 30 2 min 12 750.27 OT481 2230153.79 216478.43 12407 2.3 6212 S EDGEWATER DR 60 57 60 25 40 25 1 min 18 770.91 EL959 2230410.04 216444.24 12428 2.4 6237 EDGEWATER 60 58 60 20 25 10 2 min 12 771.17 NV085 2232364.87 216415.00 12524 2.4 6319 HWY 51 S 1 60 55 60 15 22 15 3 min 12 753.07 CU851 2230687.43 216238.26 12625 2.4 6303 EDGEWATER DR 58 55 58 25 30 10 12 771.28 KM196 2230514.64 216227.50 12640 2.4 EDGEWATER DR 62 57 62 25 30 10 2 min 12 773.49 KU827 2230514.64 216227.50 12640 2.4 EDGEWATER DR 65 60 65 23 30 10 2 min 12 773.49 OL316 2218158.93 228615.97 12647 2.4 3957 AFTON RD 185 15 30 25 1 min 12 776.51 OB950 2218196.44 230445.74 12683 2.4 3701 MAYNARD 100 40 60 15 1 min 12 804.97 HZ397 2221404.25 237676.25 12737 2.4 2239 S RIVER RD 53 48 53 15 15 10 1 min 12 773.24 EM822 2218589.02 232798.13 12776 2.4 3143 AFTON RD 160 80 90 10 4 hr 12 802.99 CU833 2218605.53 233248.82 12900 2.4 232 AFTON RD 1 133 130 133 20 20 15 4 hr 12 800.39 MS477 2218599.68 233242.92 12903 2.4 6245 AFTON RD 195 21 60 20 1.5 min 15 800.39 HM285 2218592.46 233262.89 12917 2.4 6321 AFTON RD 225 35 38 10 1 min 12 800.36 CU857 2218589.46 233265.77 12920 2.4 5808 AFTON RD 112 53 60 10 4 hr 12 800.36 QU960 2218587.88 233262.84 12921 2.4 6021 AFTON RD 135 22 40 20 1 hr 16 800.36 IG156 2218585.22 233260.26 12923 2.4 AFTON RD 200 90 110 15 2 min 12 800.36 MS468 2217914.00 227936.03 12931 2.4 4095 AFTON RD 156 153 156 20 40 20 1.5 min 20 770.17 WK072 2225093.35 240717.49 12932 2.4 3315 W CREEK VIEW PKWY 1 80 77 80 27 69 40 1 min 24 825.91 WM128 2218573.65 233260.13 12933 2.4 6447 AFTON RD 58 55 58 20 40 20 1 min 12 800.92 EL961 2230897.94 215901.02 12959 2.5 6337 EDGEWATER 1 60 58 60 15 20 10 1 min 12 767.55 OB921 2230422.36 215896.20 12975 2.5 6329 S KRUEGER DR 65 63 65 23 40 30 1 min 16 772.46 ST758 2218583.96 233421.71 12977 2.5 3037 AFTON RD 1 128 124 128 20 39 20 3 min 12 800.29 MF944 2218569.60 233768.54 13111 2.5 2954 AFTON RD 1 180 75 80 12 2 min 12 802.35 Page 4 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles YG991 2217842.12 226797.31 13144 2.5 4207 S AFTON RD 1 157 154 157 24 110 20 1 min 18 760.50 GG007 2230665.05 215686.89 13176 2.5 6404 EDGEWATER 62 60 62 20 25 15 2 min 12 771.60 NB625 2230459.85 215683.41 13186 2.5 6403 KRUEGER DR 57 54 57 20 40 20 1 min 14 772.02 MS456 2230200.83 215677.47 13204 2.5 6332 S KRUEGER 63 26 50 15 1 min 14 769.78 TN908 2228094.93 242088.96 13226 2.5 1424 S PEARL 1 164 75 93 10 2 min 12 846.73 NB633 2230175.58 215601.73 13281 2.5 6412 KRUGER RD 57 54 57 18 40 20 1 min 24 769.54 HZ793 2217819.04 226015.96 13319 2.5 4434 AFTON RD 72 69 72 20 30 20 1 min 12 759.88 IG200 2217646.76 226620.55 13367 2.5 4319 WARLANCE 66 63 66 18 40 15 1 min 12 759.91 LZ454 2230436.69 215499.07 13371 2.5 6417 KRUGER 55 52 55 21 30 20 1 min 12 770.68 EL947 2230812.16 215474.29 13387 2.5 6428 EDGEWATER DR 55 52 55 8 10 10 1 min 12 766.84 MF910 2217703.68 226077.01 13418 2.5 4309 S INDIAN LK 50 45 50 15 21 12 2 min 12 759.79 MF903 2230995.66 215374.74 13485 2.6 CUTTER DR 65 60 65 15 23 12 2 min 12 762.19 IH645 2230995.90 215354.70 13505 2.6 W CUTTER DR 65 60 65 15 22 10 2 min 12 762.19 YE393 2217851.01 225149.20 13508 2.6 4921 CR D 1 60 57 60 4 30 25 1 min 230 760.32 MF902 2230329.22 215360.77 13514 2.6 KRUGER DR 65 60 65 20 29 12 2 min 12 769.99 RT679 2230986.34 215342.92 13517 2.6 715 CUTTER DR 62 57 62 19 28 10 2 min 12 761.96 FK150 2217441.96 226737.10 13549 2.6 4300 S WARLANCE 74 71 74 20 30 15 2 min 12 762.06 6214 DUGGAN RD TH766 2224249.36 216981.58 13621 2.6 80 77 80 51 60 20 2 min 12 793.41 ALSO SERVES 6228 DUGGAN RD BD429 2224242.19 216972.75 13632 2.6 6214 DUGGAN ROAD 1 420 60 130 550 8 hr 14 793.41 CS065 2219776.32 220854.42 13686 2.6 BASS CREEK RD 66 63 66 8 15 10 4 hr 12 763.56 YH141 2219738.69 220896.28 13692 2.6 3421 W 3RD ST 1 100 19 32 30 1.5 min 16 763.59 LN100 2217266.94 226765.42 13717 2.6 4306 S WARLANCE 63 60 63 15 40 20 1 min 20 765.72 LJ832 2217349.16 226123.37 13755 2.6 4341 INDIAN LAKE DR 66 63 66 20 40 15 1 min 12 761.24 LJ836 2217248.06 226622.33 13759 2.6 4318 S WARLANCE L 76 73 76 12 50 15 1.5 min 18 764.04 HI238 2217592.65 225092.39 13771 2.6 3812 EAU CLAIRE RD 69 66 69 20 30 15 1 min 12 765.96 UF702 2219407.52 221159.38 13812 2.6 3439 3RD ST 100 10 40 20 2 min 12 760.99 RD729 2230178.53 215025.50 13856 2.6 6530 S KRUEGER DR 60 57 60 25 32 10 1 min 12 759.59 HM267 2218518.81 222525.77 13873 2.6 5041 AFTON RD 55 50 55 10 15 10 1 min 12 760.22 RH064 2217739.82 233729.06 13875 2.6 89 FALLING CREEK CIR 62 59 62 14 20 20 1 min 12 786.22 YI062 2218467.87 222530.31 13916 2.6 4931 AFTON RD 1 60 57 60 7 40 30 1 min 18 760.34 SD279 2217394.00 225235.98 13923 2.6 3836 W EAU CLAIRE RD 61 58 61 15 40 30 1 min 12 760.43 ST715 2245005.58 229997.51 13928 2.6 S CO RD J 143 75 89 20 2.5 min 12 837.43 VD111 2245008.16 230006.29 13931 2.6 S CO RD J 182 80 97 12 2.5 min 14 837.43 KM167 2217125.23 226216.39 13955 2.6 INDIAN LAKE DR 65 60 65 20 25 10 1 min 12 763.14 MF404 2218445.16 222465.90 13966 2.6 3812 6TH ST 54 51 54 20 30 20 1 min 18 761.21 SY140 2230322.38 214907.99 13966 2.6 826 WEST COVE 60 57 60 20 40 18 2 min 12 758.71 IG168 2217102.94 226186.98 13983 2.6 4415 S INDIAN LAKE DR 60 57 60 18 40 15 1 min 12 763.13 Page 5 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles WM138 2217355.93 225099.61 13997 2.7 4007 W EAU CLAIRE 280 20 100 30 1 min 12 769.67 RO887 2217356.00 225093.78 13998 2.7 4007 W EAU CLAIR 180 3 60 40 2 min 12 769.67 YI826 2217353.20 225079.17 14005 2.7 4007 WEST EAU CLAIRE ROAD 1 60 57 60 11 50 25 1 min 24 769.74 1
DV223 2228066.73 242898.16 14024 2.7 1301 S PEARL 240 120 130 15 4 hr 12 844.73 GG006 2230981.54 214808.53 14052 2.7 6554 EDGEWATER 62 59 62 15 20 15 2 min 12 755.27 LN060 2217215.67 225269.73 14086 2.7 3904 EAU CLAIRE RD 77 74 77 30 40 20 1 min 12 763.29 EL982 2218308.79 222453.82 14092 2.7 3723 6TH ST 59 54 59 25 30 10 1 min 12 762.75 HZ729 2217278.37 233017.93 14095 2.7 TRIPP RD 140 67 80 30 1 min 12 805.08 YF657 2218492.26 222105.22 14096 2.7 5208 AFTON RD 140 25 100 30 2 min 12 757.90 MZ158 2219591.62 220395.65 14108 2.7 3428 BASS CREEK RD 1 120 10 19 12 2 min 12 751.79 FP486 2216978.79 225729.27 14202 2.7 4449 INDIAN LK RD 62 59 62 15 20 15 2 min 12 761.38 IH687 2230335.46 214594.69 14279 2.7 6042 KRUGER DR 65 60 65 25 29 12 2 min 12 757.34 HZ732 2217013.18 225249.26 14287 2.7 3922 W EAU CLAIRE RD 71 68 71 25 35 15 1 min 18 772.36 HC806 2232986.96 214703.75 14300 2.7 G @ E TOWN LINE RD 110 70 110 45 80 1200 3 min 25 755.10 HC807 2232986.96 214703.75 14300 2.7 HWY G @ E TOWN LINE RD 93 45 60 10 2 min 24 755.10 IH688 2232986.96 214703.75 14300 2.7 E TOWNLINE 165 65 73 12 2 min 12 755.10 HZ724 2216496.61 228581.87 14310 2.7 3952 CEMETERY RD 108 105 108 40 50 15 1 min 12 800.36 AC491 2216518.93 227634.09 14347 2.7 4005 CEMETERY RD 230 50 60 150 2 hr 12 795.38 GK743 2232961.73 214628.37 14371 2.7 TOWN LINE RD 97 82 97 22 50 30 1 min 16 755.06 ND365 2232961.73 214628.37 14371 2.7 TOWNLINE RD 99 68 99 17 43 1100 1 min 18 755.06 KM162 2245119.26 225665.47 14398 2.7 4516 E CO J 165 65 68 10 1 min 12 839.10 CV624 2244927.36 233112.94 14404 2.7 2618 E AVALON RD 1 100 97 100 70 75 12 4 hr 0 844.39 OL314 2244959.81 233144.32 14444 2.7 3916 E AVALON RD 160 80 100 15 1 min 14 844.75 MS418 2216781.73 225412.91 14469 2.7 4527 INDIAN LAKE DR 65 62 65 19 40 20 1 min 12 767.95 NB435 2216821.11 225211.78 14482 2.7 4545 INDIAN LK 71 22 28 20 1 min 12 769.58 HI268 2218515.89 221191.72 14540 2.8 N/A 45 42 45 7 12 10 1 min 12 761.88 HI271 2218515.89 221191.72 14540 2.8 N/A 45 42 45 8 15 15 1 min 12 761.88 GK782 2225726.05 242810.33 14596 2.8 1303 S ARCH 1 125 120 125 70 80 10 1 min 12 833.58 IJ077 2216538.48 225767.78 14623 2.8 4500 S INDIAN LAKE 65 62 65 10 25 20 4 min 18 764.30 EL960 2235067.19 214562.13 14871 2.8 700 TOWNLINE RD 60 58 60 15 20 10 2 min 12 784.92 QU994 2217816.05 221654.85 14905 2.8 3801 3RD ST 180 50 70 100 2 hr 24 770.61 SZ874 2216025.53 231586.23 14994 2.8 N/A 424 31 86 550 1 min 13 816.87 IH529 2225882.90 214572.38 15153 2.9 W TOWNLINE 70 65 70 25 32 12 2 min 12 785.93 HZ738 2236350.62 214585.06 15250 2.9 1318 TOWNLINE RD 58 55 58 25 30 10 4 min 12 815.06 RO850 2215963.70 232995.38 15355 2.9 4326 TRIPP RD 80 20 40 20 1 min 12 809.77 KZ633 2215963.41 233021.25 15362 2.9 5135 TRIPP RD 160 80 95 15 1.5 min 12 809.80 SD300 2215954.93 233009.86 15368 2.9 4749 TRIPP RD 180 120 140 30 1 min 12 809.80 TN902 2217845.08 220059.45 15722 3.0 3800 PLYMOUTH CHURCH 1 143 75 93 12 2 min 12 800.95 Page 6 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles CV588 2224280.02 214549.70 15777 3.0 R 3 DUGGAN RD 1 145 55 65 15 8 hr 12 790.02 EL998 2245196.83 221861.50 15781 3.0 5204 E CO J 115 25 30 10 1 min 12 839.96 KU829 2224280.18 214535.49 15789 3.0 DUGGAN RD 70 65 70 25 30 10 2 min 12 790.02 MF904 2224280.18 214535.49 15789 3.0 DUGGAN RD 75 70 75 25 33 12 2 min 12 790.02 0 feet UB674 2217229.99 220866.53 15807 3.0 3820 W BASS CREEK RD 1 105 Above 16 20 2 min 28 754.74 Ground VL692 2233182.20 212992.95 16021 3.0 301 W TOWN LINE RD 123 99 123 25 40 700 2 min 12 760.33 LN052 2245205.96 221185.85 16104 3.0 5338 E COUNTY RD J 125 40 60 10 1 min 12 839.75 KZ608 2245192.23 221142.67 16112 3.1 CTY HWY J 300 80 100 20 2 min 24 839.87 KZ609 2245192.23 221142.67 16112 3.1 CTY HWY J 300 80 12 200 20 min 24 839.87 LN348 2245192.23 221142.67 16112 3.1 CO HWY J 510 70 200 600 3 min 36 839.87 UM631 2238648.49 214602.37 16182 3.1 2300 TOWNLINE RD 80 76 80 50 55 15 2 min 12 816.07 OL857 2227894.88 245080.54 16197 3.1 1317 W GRAND AVE 1 180 90 98 15 3 min 12 767.64 AS524 2245210.81 220901.97 16246 3.1 5403 CTY J 130 80 80 15 8 min 20 840.75 SY122 2239056.67 214592.71 16387 3.1 2125 W TOWNLINE RD 80 77 80 45 70 24 1 min 12 813.51 NV633 2214803.50 232997.19 16480 3.1 4235 TRIPP RD 120 50 70 15 2 min 14 817.02 LI689 2214797.67 232988.38 16483 3.1 4235 TRIPP RD 1 435 47 150 700 0.5 min 13 817.43 OT470 2224265.99 213676.95 16579 3.1 4214 S DUGAN RD 77 74 77 43 60 15 2 min 14 790.00 RO896 2216449.87 220505.45 16662 3.2 4006 PLYMOUTH CHURCH 100 35 80 30 1 min 12 776.84 XA864 2214511.63 225054.05 16759 3.2 4321 EAU CLAIRE 1 70 66 70 20 22 15 2 hr 12 772.45 IG133 2221670.43 243199.75 16797 3.2 2941 W BROOKVIEW CT 87 84 87 20 40 30 2 min 12 774.58 AC492 2237834.34 244537.24 16821 3.2 2008 E DELAVAN DR 48 46 48 18 22 15 2 hr 12 779.67 GK798 2226379.67 212663.42 16825 3.2 4112 WALTERS RD 40 31 36 10 15 10 1 min 18 780.54 RD740 2245236.03 219139.97 17207 3.3 5701 CO RD J 1 102 99 102 70 78 12 4 min 12 836.48 SZ864 2244719.84 239628.20 17224 3.3 1910 CO RD J 1 129 99 129 73 96 900 1 min 14 853.69 1
AC499 2213530.07 227519.26 17334 3.3 4537 CEMETERY RD 120 50 60 50 4 hr 18 799.56 KK793 2216034.56 219782.10 17392 3.3 4110 W PLYMOUTH CHURCH 120 35 60 40 1 min 14 801.42 LZ640 2230263.71 246607.93 17449 3.3 N3357 CHERRY RD 203 10 75 10 3 min 12 772.17 KT575 2213343.93 230097.78 17489 3.3 3644 TRACEY RD 200 42 80 20 3 min 12 799.04 AE603 2221152.55 214152.37 17650 3.3 2060 PROVINCIAL LN 73 70 73 40 40 15 8 hr 12 791.17 AB258 2221166.95 214141.23 17651 3.3 2031 PROVINCIAL 77 40 45 12 2 hr 12 791.30 CM543 2221118.45 214166.56 17657 3.3 990 PROVINCIAL LN 82 80 82 55 58 10 1 hr 12 790.90 NV096 2213293.98 226484.46 17687 3.3 4310 TRACEY RD 1 70 65 70 25 35 12 3 min 12 790.64 YF458 2221126.07 214016.48 17778 3.4 3129 PROVINCIAL LN 1 84 80 84 40 56 15 2 min 12 791.20 OB952 2213084.84 226926.49 17837 3.4 4225 S FOXMOOR DR 78 76 78 35 60 10 1 min 12 794.44 SH262 2226375.90 211607.82 17845 3.4 4003 WALTERS RD 114 110.5 110.5 35.8 50.4 4130 48 min 24 780.40 SD305 2215374.90 219946.51 17873 3.4 4224 PLYMOUTH CHURCH 120 40 60 30 1 min 12 779.22 EL924 2221275.73 213738.24 17930 3.4 3943 VICTORIAN LN 79 77 79 50 55 10 1 hr 12 791.09 Page 7 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles AT052 2221258.19 213740.59 17938 3.4 3955 VICTORIAN LA 75 78 75 45 48 12 2 hr 12 791.10 IG172 2212985.31 226820.80 17948 3.4 4224 S FOXMOOR 1 83 80 83 15 40 15 2 min 12 796.49 MS459 2220777.18 214023.86 17965 3.4 3219 PROVINCIAL LN 87 84 87 41 60 15.2 1 min 16 781.38 IG176 2214915.40 220545.41 17984 3.4 4328 PLYMOUTH CHURCH 120 35 50 20 1 min 12 766.12 OB997 2212800.54 227548.12 18059 3.4 4715 W CEMETERY RD 99 96 99 32 50 15 2 min 16 794.35 YH181 2215801.81 239184.73 18094 3.4 1915 S HAYNER RD 1 510 50 170 800 1 min 18 818.31 DV204 2212808.27 227084.95 18094 3.4 4200 FOXMOOR 75 72 75 40 45 10 12 797.06 KS566 2238018.97 245848.70 18098 3.4 909 SHARON RD 55 52 55 18 25 15 1 min 12 784.52 AV850 2212842.11 226399.72 18146 3.4 4717 WOODS EDGE 110 107 110 45 55 15 2 hr 8 794.84 LN093 2220737.10 213778.84 18191 3.4 3230 MARILYN PKWY 76 73 76 35 45 20 1 min 18 781.84 MZ198 2228541.63 247273.50 18260 3.5 507 S WASHINGTON ST 1 65 60 65 20 32 10 2 min 12 818.70 LZ461 2220565.90 213769.26 18294 3.5 3240 MARILYN PKWY 80 77 80 35 50 20 1 min 12 779.31 QK413 2212616.44 226876.92 18308 3.5 4229 S SPRING PK 86 83 86 35 60 20 1 min 13 800.50 YH031 2224552.94 246436.67 18404 3.5 ROCK PORT RD 140 50 80 25 1 min 24 840.06 OB823 2220780.65 213475.34 18420 3.5 3265 W MERILYN PKWY 75 71 75 25 25 18 1 min 15 781.04 NV647 2242355.50 214338.56 18428 3.5 6614 S PATRICK 87 84 87 48 60 20 2 min 16 815.22 KS545 2220330.20 213746.93 18447 3.5 4203 S CHIPPENDALE DR 70 67 70 30 40 10 2 min 18 779.41 HZ725 2212446.12 226423.84 18535 3.5 4835 WOODS EDGE 72 69 72 35 40 15 1 min 12 798.29 NB467 2220579.67 213454.50 18548 3.5 3295 W MARILYN PKWY 74 71 74 32 40 20 1 min 12 779.72 AV871 2212432.69 226421.14 18548 3.5 4851 WOODS EJHE RD. 85 83 85 35 40 12 2 hr 12 798.70 SY121 2214622.24 219776.78 18610 3.5 4404 PLYMOUTH CHURCH 140 20 60 20 2 min 18 781.37 HI252 2212395.28 226247.24 18610 3.5 4815 WOODS EDGE 80 77 80 30 40 15 1 min 12 790.87 KZ626 2212304.66 226782.78 18629 3.5 4306 SPRING PARK DR 97 94 97 35 50 15 1 min 12 801.89 RC212 2220891.62 213139.44 18642 3.5 3266 VEL MARGE PKWY 73 71 73 40 45 15 2 min 16 791.09 HM292 2243067.35 214607.13 18667 3.5 3111 TOWNLINE RD 85 80 85 50 60 10 2 min 12 816.57 KS703 2220351.23 213456.67 18674 3.5 3325 W MARILYN DR 66 63 66 30 40 20 1 min 12 777.63 LN056 2212190.81 227450.74 18674 3.5 4805 W CEMETERY 84 81 84 35 60 20 1 min 12 791.66 MN790 2212194.93 227095.77 18703 3.5 4807 W GREENFIELD 74 71 74 32 50 20 7 min 12 795.96 LN091 2212093.65 227672.38 18754 3.6 4823 W CEMETERY RD 82 79 82 35 70 10 1 min 12 790.43 RD748 2220598.34 213135.42 18804 3.6 3298 VEL-MARGE PKWY 60 57 60 22 38 15 2 min 12 785.53 RD759 2220598.34 213135.42 18804 3.6 3299 VEL-MARGE PKWY 70 60 70 8 40 50 48 hr 12 785.53 RH089 2220598.34 213135.42 18804 3.6 3300 VEL-MARGE PKWY 67 64 67 20 40 20 1 min 12 785.53 RK639 2220598.34 213135.42 18804 3.6 3301 VEL-MARGE PKWY 97 94 97 50 70 20 1 min 12 785.53 RK685 2220598.34 213135.42 18804 3.6 3302 VEL-MARGE PKWY 120 30 60 20 1 min 12 785.53 RD734 2220578.28 213146.13 18806 3.6 3296 VEL-MARGE PKWY 73 70 73 35 47 12 2 min 12 784.34 RC208 2220575.14 213138.07 18814 3.6 3326 W VEL MARGE PKWY 69 65 69 40 47 15 2 min 16 784.34 RD735 2220589.85 213123.66 18818 3.6 3297 VEL-MARGE PKWY 143 40 51 15 2 min 12 785.53 LZ480 2228815.19 210162.69 18819 3.6 451 WOODLAND DR 55 52 55 7 15 20 1 min 18 747.28 ST727 2219808.35 213636.12 18839 3.6 3404 MARILYN PKWY 66 63 66 28 43 20 3 min 12 783.40 Page 8 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles MF434 2212063.36 226494.77 18904 3.6 4838 W WOOD EDGE RD 94 91 94 40 55 20 1 min 12 801.10 MD159 2245258.47 216379.22 18929 3.6 6014 S HWY J 1 100 80 100 54 79 800 0.5 min 13 834.45 WK665 2221329.48 212528.02 18937 3.6 4074 S HAMILTON DR 1 69 66 69 35 50 24 2 min 12 791.44 1
TD956 2245290.21 216382.52 18951 3.6 6014 S CO J 125 105 125 77 100 900 1 min 13 834.29 TH758 2245290.21 216382.52 18951 3.6 S628 S CO J 140 70 100 20 2 min 12 834.29 QO776 2219627.64 213610.04 18967 3.6 3408 W MARILYN DR 60 56 60 38 44 15 3 min 12 790.09 HZ386 2228699.04 209980.19 19013 3.6 440 WOODLAND DR 46 41 46 5 10 10 1 min 12 748.90 AW308 2228605.32 209976.92 19028 3.6 434 WOODLAND 49 47 49 4 8 10 2 hr 12 748.57 VD118 2229041.08 209918.91 19037 3.6 3649 GLENNWOOD DR 1 48 40 48 10 19 10 2 min 12 750.13 TN946 2220175.86 213121.57 19049 3.6 S VEL MARGE PKWY 63 60 63 20 42 15 2 min 12 773.52 VD108 2220175.86 213121.57 19049 3.6 VEL MARGE PKWY 136 132 136 30 47 10 2.5 hr 14 773.52 NT277 2211783.72 227159.84 19106 3.6 4833 GREENFIELD DR 75 72 75 30 50 20 1 min 18 786.87 ST169 2228418.39 209904.41 19123 3.6 419 ACORN 47 44 47 4 20 20 1 min 12 748.42 TH060 2220022.58 213051.33 19194 3.6 3403 VEL MARGE PKWY 63 59 63 22 28 12 2 min 18 778.77 WN398 2222452.46 246402.95 19199 3.6 3145 ROCKPORT RD 1 60 57 60 7 30 25 1 min 20 831.53 RK673 2250273.53 230287.56 19203 3.6 3620 S LAPRAIRIE TOWNHALL 160 80 120 20 1 min 12 901.10 MZ159 2228165.75 209829.69 19232 3.6 3610 IDLEWILD 1 50 47 50 6 19 10 2 min 12 746.85 TW804 2224223.49 210809.04 19256 3.6 3918 S DAGGAN RD 80 77 80 40 60 20 2 min 12 780.99 XI360 2250347.68 227791.36 19274 3.7 4600 E MAPLE LN 1 145 40 80 30 1 min 18 825.89 YE292 2250347.68 227791.36 19274 3.7 5001 MAPLE LANE 140 60 100 40 3 min 12 825.89 YL161 2228719.68 209686.29 19303 3.7 3616 GLENWOOD DR 1 48 44 48 10 22 12 3 min 12 752.03 SH199 2211546.42 227297.59 19330 3.7 4903 W CEMETARY RD 155 153 155 37 80 20 1 min 12 793.80 ST772 2231917.50 248559.44 19411 3.7 2134 S RIVER ST 1 124 35 57 30 2 min 12 769.94 SF968 2231920.46 248559.47 19411 3.7 2134 S RIVER ST 1 55 52 55 25 39 15 3 min 12 769.94 1
WK712 2220708.38 212282.66 19466 3.7 5317 N NEWVILLE RD 79 76 79 35 60 25 1 min 26 787.32 1
WL807 2220708.38 212282.66 19466 3.7 4536 CR G 80 77 80 33 60 25 1 min 24 787.32 GD134 2225323.80 247938.05 19586 3.7 BAKKE RD 218 6 63 15 1 min 24 824.79 MO557 2225349.66 247958.40 19599 3.7 325 S ARCH ST 1 100 24 60 20 1 min 15 824.58 CU870 2223596.14 247367.23 19616 3.7 5101 S JOHNSON RD 1 105 35 40 10 4 hr 12 842.87 LJ833 2250132.29 233863.28 19623 3.7 2945 LA PRAIIRE TOWN HALL RD 100 50 70 20 1 min 15 866.86 WN221 2230383.71 248930.38 19766 3.7 121 S HIGH ST 1 98 95 98 22 70 20 1 min 18 788.95 QO773 2229307.23 209155.12 19773 3.7 731 PHILHOWER RD 75 70 75 48 54 12 3 min 12 794.07 MF472 2214748.94 217406.82 19780 3.7 4332 NOSS RD 120 60 80 20 1 min 20 809.83 LJ837 2230278.61 249018.46 19858 3.8 129 S HIGH ST 1 108 105 108 5 25 20 1 min 12 791.32 OT443 2211954.33 235625.38 19962 3.8 4643 OLEARY RD 85 10 30 15 1 min 14 816.98 UW210 2211948.47 235619.49 19966 3.8 4643 OLEARY RD 1 425 24 87 700 1 hr 13 816.98 KM296 2214810.60 241075.35 19996 3.8 4232 HANOVER RD 123 26 50 20 1 min 18 825.72 Page 9 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles CU114 2234765.57 248830.72 20021 3.8 1149 HOME PARK 1 430 50 190 1000 4 hr 13 843.92 RT656 2229721.75 208862.51 20035 3.8 PHILHOWER RD 64 60 64 25 45 20 3 min 12 771.50 SF966 2229736.16 208851.01 20046 3.8 749 PHILHOWER RD 1 63 59 63 23 39 20 2 min 12 768.68 SF954 2229474.54 208853.08 20061 3.8 735 PHILHOWER RD 1 66 63 66 22 31 15 2 min 12 764.88 SF959 2229474.54 208853.08 20061 3.8 735 PHILHOWER RD 60 57 60 15 27 15 2 min 12 764.88 GG069 2214415.27 217382.39 20066 3.8 4412 NOSS RD 140 70 80 15 1 min 12 833.70 LZ637 2250053.33 235823.25 20118 3.8 TOWN HALL RD 123 50 57 10 6 min 12 864.44 SY117 2250059.32 235817.86 20122 3.8 S LA PRAIRIE TOWNHALL 160 100 140 20 2 min 12 863.54 UF600 2244879.14 243905.27 20229 3.8 E CO RD O 110 90 110 28 78 700 2 hr 16 829.09 IG116 2210576.08 227663.99 20269 3.8 4939 N CEMETARY RD 119 116 119 45 60 15 1 min 12 815.82 IJ090 2233652.53 208746.72 20292 3.8 3495 FLACK RD 93 90 93 35 69 10 6 min 14 788.82 HZ385 2228425.64 208696.21 20321 3.8 83 AUBURN 48 43 48 10 15 10 1 min 12 754.87 MO319 2234849.58 208903.40 20330 3.9 3500 PRAIRIE AVE 108 105 108 40 50 25 1 min 12 779.13 SD307 2210479.20 227761.72 20359 3.9 5114 W CEMETERY RD 145 142 145 60 80 20 1 min 12 814.95 OL900 2224185.86 209618.20 20389 3.9 3763 DUGGAN RD 85 80 85 43 59 15 4 min 12 780.97 HI287 2233637.68 208612.41 20423 3.9 3469 FLAK RD 86 83 86 45 60 20 1 min 12 790.23 HZ785 2235852.83 208885.79 20561 3.9 PHILHOWER RD 95 92 95 55 80 20 1 min 12 800.32 OT410 2233634.90 208437.43 20596 3.9 3459 S FLACK RD 103 101 103 53 75 20 1 min 15 794.37 WK676 2250027.14 237245.53 20615 3.9 2232 S LAPRARIE TOWNHALL RD 160 50 80 20 1 min 12 866.70 SY119 2242445.68 211582.64 20723 3.9 7114 S PATRIC RD 80 77 80 60 75 15 2 min 12 816.67 NB491 2236819.94 208892.94 20804 3.9 1518 E PHILHOWER RD 86 84 86 45 60 15 1 min 12 802.72 RT681 2226917.85 208356.61 20894 4.0 23 E AUBURN RD 53 50 53 5 12 15 3 min 42 746.61 NT292 2223967.18 208995.71 21049 4.0 3730 S DUGGAN RD 79 76 79 40 60 20 2 min 18 781.35 IH640 2231676.10 250246.00 21086 4.0 51 S MAIN 1 50 45 50 3 8 10 2 min 12 783.93 OT485 2223924.08 208781.63 21266 4.0 3684 DUGGAN RD 82 79 82 41 60 20 1 min 18 782.09 OB934 2213287.51 216805.12 21322 4.0 4629 W NOSS RD 120 60 80 25 1 min 20 830.54 EL989 2209469.42 227317.48 21398 4.1 5331 CEMETERY RD 65 60 65 40 55 10 1 min 12 804.95 WK674 2218153.81 211615.91 21446 4.1 2442 W FINLEY RD 180 40 60 20 2 min 12 774.55 MS457 2218560.69 211266.52 21493 4.1 2402 FINLEY RD 180 22 50 15 1.5 min 16 792.10 II119 2250483.03 238374.62 21498 4.1 5109 E LONE LN 145 51 85 20 2 min 12 868.34 ST782 2233892.53 207406.04 21653 4.1 1637 SECURITY 1 80 77 80 49 62 20 2 min 12 802.47 SY139 2235446.27 250455.68 21749 4.1 7335 PETTER 160 50 120 20 1 min 12 855.28 RC663 2233033.83 207155.72 21803 4.1 1415 E SECURITY RD 96 94 96 5.5 65 20 1 min 12 800.74 WK891 2228721.31 250864.32 21806 4.1 MADISON RD 118 109 118 68 76 50 1 min 18 829.95 AZ461 2232936.73 207141.45 21808 4.1 1409 SECURITY RD 1 77 75 77 45 60 10 1 hr 10 800.74 ST705 2233149.76 207012.02 21957 4.2 1446 SECURITY 96 93 96 50 67 20 3 min 12 799.81 HR614 2247514.49 243691.14 21970 4.2 4133 CTY O 180 63 80 40 1.5 min 12 855.68 KM187 2233148.15 206989.04 21980 4.2 1435 SECURITY 85 80 85 55 63 10 1 min 12 799.99 Page 10 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles QZ050 2233507.68 207003.11 22004 4.2 141 SE SECURITY RD 96 94 96 55 65 20 1 hr 12 800.76 QZ047 2208772.20 228501.51 22034 4.2 3931 MURRY RD 119 117 119 30 60 4 1 min 12 797.97 MF493 2217669.87 211240.22 22036 4.2 2492 W FINLEY RD 180 60 70 25 1 min 16 794.93 IG138 2208775.86 229768.86 22037 4.2 3701 MURRAY 156 153 156 80 120 30 1 min 12 838.39 RK690 2208772.99 229760.08 22039 4.2 3701 MURRAY RD 120 117 120 55 80 20 1 min 12 836.67 LE040 2242297.20 209752.54 22198 4.2 7448 S PATRICK RD 78 75 78 37 65 15 2 min 16 809.35 LT052 2224150.88 207720.64 22200 4.2 3525 S DUGGAN RD 67 64 67 22 40 20 1 min 18 765.72 OL889 2227514.97 206924.12 22202 4.2 COMMUNITY DR 50 47 50 3 13 12 3 min 26 748.67 KK757 2216882.23 211602.18 22234 4.2 2652 W FINLEY 180 52 70 25 1 min 12 795.15 NT289 2226910.37 206992.25 22236 4.2 435 COMMUNITY AVE 45 42 45 4 20 15 2 min 18 746.61 MS408 2247922.52 243672.89 22265 4.2 4217 COUNTY RD O 160 70 85 20 1.5 min 12 856.92 WK682 2216756.48 211597.51 22317 4.2 2678 W FINLEY RD 200 25 60 20 1 min 12 803.33 QZ019 2253067.69 224896.26 22336 4.2 4633 BELDING RD 180 120 140 15 1 hr 24 919.13 WM150 2233605.26 206588.75 22427 4.2 1612 E SECURITY RD 78 75 78 45 60 20 1 min 12 799.79 HZ701 2208425.53 230941.30 22457 4.3 3421 MURRAY RD 116 113 116 75 80 20 1 min 12 866.11 SD276 2208528.30 232908.06 22607 4.3 5243 W TRIPP RD 220 50 80 30 1 min 12 862.24 KS592 2216246.83 211596.62 22643 4.3 2655 W FINLEY RD 240 35 60 20 2 min 16 788.86 YH150 2216238.30 211588.14 22655 4.3 2655 FINLEY RD 1 220 30 42 40 1.5 min 12 789.64 KM166 2235439.58 206569.64 22734 4.3 2007 WALTON LN 85 80 85 60 65 10 1 min 12 805.46 NB686 2235515.42 206559.24 22759 4.3 2015 WALTON LN 88 85 88 57 70 20 1 min 14 805.52 IH678 2235543.44 206559.21 22765 4.3 2023 WALTON LN 85 80 85 60 67 12 2 min 12 805.52 NV606 2227067.23 206379.52 22812 4.3 279 E SOUTH AVE 44 41 44 6 15 20 1 min 12 746.61 IH677 2236104.41 206582.65 22861 4.3 2119 WALTON LN 85 80 85 56 63 10 2 min 12 805.23 CM535 2236180.83 206569.35 22891 4.3 2118 WALTON LN 73 71 73 50 53 10 1 hr 12 805.36 LZ474 2236444.22 206579.41 22942 4.3 2177 WALTON LN 88 85 88 55 65 15 1 min 12 805.49 VD110 2236506.85 206592.19 22945 4.3 WALTON LN 75 72 75 49 57 20 2.5 min 12 805.58 EL918 2236441.39 206568.08 22953 4.3 2177 WALTON LN 1 50 48 50 12 15 10 1 hr 12 805.49 MF924 2236515.84 206583.54 22955 4.3 WALTON LN 80 75 80 55 60 10 2 min 12 805.58 MZ173 2236515.84 206583.54 22955 4.3 WALTON LN 85 80 85 55 66 12 2 min 12 805.58 TH743 2236479.65 206568.53 22961 4.3 2176 WALTON LN 100 97 100 60 80 20 1 min 12 805.53 MS485 2221023.93 249895.36 22965 4.3 203 WAVLAND RD 1 80 77 80 32 50 20 1 min 24 875.60 NV077 2227346.70 206071.10 23071 4.4 805 LINDA AVE 63 60 63 5 16 20 3 min 12 748.04 SF953 2227395.33 206059.63 23075 4.4 145 YOST RD 1 140 136 140 55 78 25 2 min 12 748.28 NV082 2227033.33 206071.14 23122 4.4 106 YOST DR 1 62 60 62 4 12 12 3 min 24 746.61 FP420 2227405.57 205989.04 23143 4.4 438 LINDA DR 44 41 44 8 15 15 4 min 12 748.55 YL162 2227277.61 205963.51 23188 4.4 433 E LINDA AVE 1 44 40 44 8 16 10 2 min 14 747.67 YF459 2226939.68 206014.29 23194 4.4 104 E YOST DR 1 45 42 45 6 13 20 2 min 14 746.61 AV843 2249710.06 242941.83 23203 4.4 1308 TOWN HALL RD. 100 45 55 10 2 min 8 859.73 Page 11 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles KO352 2218233.02 248621.57 23216 4.4 2700 E RIDGE RD 1 120 100 120 30 79 1000 0.5 min 13 828.71 1
YG253 2208515.58 235555.90 23218 4.4 5118 W O'LEARY RD 102 41 80 20 1 min 24 883.56 BA171 2207926.53 233363.80 23280 4.4 RT 5 MURRY RD 50 47 50 20 25 15 8 min 24 877.46 OL867 2227097.10 205821.10 23358 4.4 405 LINDA 1 50 47 50 6 14 12 3 min 24 746.64 HR700 2227245.67 205742.26 23412 4.4 420 LINDA 48 45 48 10 15 10 2 min 24 747.21 SD301 2214969.17 211571.99 23506 4.5 3036 FINLEY RD 120 30 60 30 2 min 12 801.56 SP916 2228332.28 205493.10 23513 4.5 595 E AZALEA TERR 87 84 87 45 65 10 1 min 12 781.15 IG124 2228206.50 205442.07 23578 4.5 575 E AZALEA 87 84 87 30 50 25 1 min 12 776.58 MF492 2228060.96 205444.76 23592 4.5 555 E AZELEA TERR 87 84 87 52 60 20 1 min 12 779.79 TH748 2210435.53 217024.25 23612 4.5 5145 W NOSS RD 120 70 100 15 2 min 12 850.35 CG325 2210357.64 217104.33 23639 4.5 NOSS. ROAD 120 75 80 15 2 hr 12 849.68 CU831 2210351.63 217112.65 23640 4.5 NOSS RD 140 65 70 12 4 hr 12 849.68 FP412 2210351.63 217112.65 23640 4.5 HOSS RD 140 65 75 15 2 min 12 849.68 WG742 2233878.54 205260.12 23779 4.5 1615 ZICK DR 1 57 51 57 20 42 25 1 min 24 803.91 KU852 2221752.42 206862.44 23833 4.5 1838 WALTERS RD 150 75 80 10 2 min 12 817.17 RC662 2249987.62 243696.17 23880 4.5 4601 E COUNTY RD O 80 40 60 50 1 hr 12 862.45 TW830 2244367.73 208995.31 23942 4.5 3335 S CREEK PKWY 70 67 70 40 60 18 2 min 12 809.84 SY172 2234268.21 205142.99 23946 4.5 1708 E ZICK 1 70 67 70 30 40 10 1 min 12 804.68 FU943 2242157.28 250507.79 24080 4.6 2800 ROYAL 1 85 82 85 28 50 25 2 min 18 802.16 1
OL866 2225041.59 252529.17 24089 4.6 612 E CHURCH ST 55 50 55 25 30 10 3 min 12 848.24 OL872 2209802.00 217009.05 24168 4.6 5311 NOSS RD 165 105 122 12 4 min 12 854.30 RT661 2208470.44 219713.84 24178 4.6 5546 W PLYMOUTH CHUR 1 144 56 69 20 2 min 12 789.99 QK449 2209790.80 216773.11 24295 4.6 6123 S BAKKE RD 140 86 100 10 2 hr 14 862.49 NV643 2255364.84 230596.28 24304 4.6 3516 VAN ALLEN RD 225 90 100 20 1 min 17 911.34 MB563 2250443.86 243823.64 24319 4.6 5220 CTY O 152 12 42 20 1 min 18 864.82 WL826 2207850.70 237091.66 24320 4.6 2320 S MURRAY RD 1 202 85 140 25 1 min 24 889.45 OL343 2255527.27 230081.87 24438 4.6 3634 S VAN ALLEN RD 220 65 80 25 1.5 min 12 901.10 HZ396 2213536.96 211565.07 24501 4.6 3308 W FINLEY RD 165 20 20 12 1 min 12 810.35 KZ687 2250716.54 243766.93 24503 4.6 4747 HWY 14 140 60 80 20 2 min 12 864.92 YI376 2255407.33 233020.70 24621 4.7 E AVALON RD 280 125 200 30 1 min 20 910.24 UW971 2255714.85 227707.41 24637 4.7 E MAPLE LN 510 80 180 450 5 min 24 877.03 VC973 2255714.85 227707.41 24637 4.7 E MAPLE 550 25 200 600 12 min 24 877.03 UB646 2254224.79 238026.86 24797 4.7 LONE LANE RD 203 45 52 25 3 min 18 889.91 VE268 2222548.38 252653.50 24932 4.7 672 SUNSET DR 1 465 9 160 800 1 min 14 886.30 TN903 2239386.62 252666.54 24952 4.7 63 S SUMAC DR 1 84 10 22 15 3 min 12 861.26 RT695 2225651.82 253596.82 24990 4.7 420 LINDA AVE 56 53 56 4 16 15 3 min 12 851.22 NB404 2255819.96 232995.36 25024 4.7 6121 E AVLON RD 220 130 175 25 1 min 12 907.64 FQ180 2228543.10 203924.22 25052 4.7 3035 PETUNIA LN 77 72 77 45 50 10 1 hr 12 793.25 Page 12 of 13
Distance from Well to WI 156 ft Radius Circle Static Well Land Surface from Center Well Top of Bottom Pumping Pumping Unique Easting2 Northing2 Water Pumping Starting Elevation (Proposed Address Depth Screen of Screen Level Rate Well (ft) (ft) Level Duration Depth (NAVD-88)
Development Area) (ft) (ft bgs3) (ft bgs3) (ft bgs3) (gpm)
No (ft bgs3) (in ags4) (ft)
Feet Miles MS431 2218231.82 207240.01 25065 4.7 2381 W CREEDY RD 200 75 100 40 1 min 18 852.16 WM109 2209437.73 215694.09 25152 4.8 6346 BAKKE RD 100 20 80 20 1 min 12 826.08 MO330 2255311.63 235980.62 25176 4.8 2537 S VAN ALLEN 160 100 120 25 1.5 min 14 928.43 MS466 2212465.69 211561.07 25272 4.8 3502 FINLEY RD 120 30 60 20 1.5 min 19 793.17 NV079 2219366.47 206291.86 25353 4.8 2220 CREEDY RD 1 300 100 155 65 4 min 24 888.24 WP921 2219328.59 206305.66 25358 4.8 2220 W CREEDY RD 1 310 85 180 75 1 min 18 886.87 LT066 2219349.02 206285.84 25366 4.8 2220 W CREEDY RD 265 80 100 75 1 min 18 888.24 ST743 2249856.02 246295.16 25452 4.8 4510 E HWY 14 1 57 49 57 30 36 15 2 min 12 864.80 NB700 2217892.84 206976.00 25465 4.8 2421 CREEDY RD 180 110 120 15 1 min 19 860.24 ST786 2249867.30 246318.26 25476 4.8 4510 W HWY 14 1 320 50 109 15 3 min 12 864.82 ST797 2249867.30 246318.26 25476 4.8 4510 E HWY 14 1 200 70 92 15 2 min 12 864.82 UF710 2211716.02 246284.68 25697 4.9 4837 W ROCKPORT RD 140 70 100 20 2 min 12 899.00 MF451 2206774.27 219712.55 25754 4.9 5836 W PLYMOUTH CHURCH 140 70 80 20 1 min 12 851.13 WM108 2209459.45 214447.42 25812 4.9 5901 S BAKKE RD 100 50 80 20 1 min 12 786.58 ST736 2224786.69 203755.32 25847 4.9 W807 BIG HILL RD 264 120 158 20 2 min 12 892.56 TT310 2252989.18 243120.97 26005 4.9 E HWY 14 183 49 140 20 1 min 18 880.80 QT826 2209463.23 213919.69 26109 4.9 4120 BAKKE RD 55 51 55 16 19 10 4 min 12 789.49 IG112 2255294.77 239193.77 26225 5.0 1812 VAN ALLEN 165 25 50 20 2 min 12 869.83 WK889 2239556.28 254202.00 26458 5.0 2440 PLYMOUTH AVE 1 80 77 80 5 40 25 1 min 18 864.59 1
AC494 2210705.73 211597.43 26555 5.0 R 3 FINLEY RD 100 97 100 70 75 15 24 hr 12 790.96 SD306 2231261.51 255744.53 26574 5.0 1918 THOMAS ST 91 88 91 57 80 30 1 min 12 864.33 IH504 2231255.56 255747.38 26577 5.0 2151 THOMAS 105 100 105 35 48 10 2 min 12 864.33 OL853 2210677.03 211585.45 26585 5.0 FINLEY RD 165 43 51 22 3 min 24 791.29 DV245 2231258.42 255756.16 26586 5.0 1929 THOMAS ST 90 87 90 55 60 10 2 hr 12 864.84 YF644 2231243.87 255758.91 26588 5.0 1924 THOMAS ST 98 95 98 50 80 25 3 min 12 864.53 YH139 2231243.87 255758.91 26588 5.0 THOMAS ST 79 75 79 45 55 10 2.5 min 12 864.53 YH161 2231243.87 255758.91 26588 5.0 E THOMAS STREET 60 56 60 5 12 10 3 min 12 864.53 UB628 2231241.11 255764.71 26594 5.0 2109 THOMAS ST 70 67 70 43 51 20 2 min 12 864.53 UC371 2231241.11 255764.71 26594 5.0 2029 THOMAS ST 80 77 80 50 60 25 2 min 12 864.53 UF705 2231241.11 255764.71 26594 5.0 THOMAS ST 78 75 78 40 60 15 2 min 12 864.53 RO826 2231255.36 255764.87 26594 5.0 2120 THOMAS ST 108 105 108 61 80 30 1 min 12 864.84 MF462 2231243.73 255770.20 26600 5.0 2156 THOMAS RD 82 79 82 45 60 20 1 min 18 864.53 Notes:
- 1) Owners Address
- 2) WI-State Plan South Zone NAD83 (HARN)
- 3) bgs = Below Ground Surface
- 4) ags = Above Ground Surface Page 13 of 13