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Illllllllllllglllllllllllllllllljllfllll p. . en‘zo. This is to certify that the thesis entitled THE GEOHYDROLOGIC CHARACTERISTICS OF THE GLACIAL DRIFT WITHIN THE WATER QUALITY MANAGEMENT PROJECT SITE MICHIGAN STATE UNIVERSITY presented by Joseph Lovato has been accepted towards fulfillment of the requirements for M.S. Geology degree in 9AA Zia.“ Majo rofessor Date W 0-7 639 .. w 2.1— res—w: OVERDUE FINES ARE 25¢ PER DAY PER ITEM Return to book drop to remove this checkout from your record. 1 1 C 1 ¢ . l a d A l :li4 ‘ THE GEOHYDROLOGIC CHARACTERISTICS OF THE GLACIAL DRIFT WITHIN THE WATER QUALITY MANAGEMENT PROJECT SITE MICHIGAN STATE UNIVERSITY BY Joseph Lovato A THESIS Submitted to Michigan State University in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE Department of Geology ABSTRACT THE GEOHYDROLOGIC CHARACTERISTICS OF THE GLACIAL DRIFT WITHIN THE WATER QUALITY MANAGEMENT PROJECT SITE MICHIGAN STATE UNIVERSITY A geohydrologic study of glacial sediments underlying the spray irrigation site of the Michigan State University Water Quality Management Project demonstrates that the site is underlain by both clay till deposits and interbedded gravel layers. Aquifer testing of the drift material indi- cates that the average transmissivity of the gravel units is approximately 4000 gpd/ft (50 m3/d m), while the verti- cal permeability of the clay units average 0.12 gpd/ft2 (5.7 x 10-3 cm/sec). Observed infiltration rates (0.07 gpd/ftz) at the site appear to be twice the rate (0.03 gpd/ftz) calculated from the aquifer test data. The dif- ference in the infiltration rates is primarily attributed to downward flow of water along the permeable gravel layers, which are, to some degree, hydraulically connected to the underlying Saginaw Formation. ACKNOWLEDGMENTS I would like to thank the many people who contri- buted to the preparation of this thesis; for without them it never would have been completed. Special thanks go to Dr. Grahame Larson who provided the tOpic and much assistance along the way, and to Dr. Stonehouse and Dr. Bennett who also gave their time and assistance. Thanks to James Heinzman, Allan Ostrander and Ronald Elowski who all helped in the collection of data and to the Water Research Institute for their financial support. Special thanks go to Catherine Moehring who spent many hours typing and retyping without compensation and finally, to my wife, Becky, who collected data, provided moral support and endured. ii Table of Contents INTRODUCTION 0 O O 0 O O O O O O O O O 0 Description of Study Area . . . . . Geology of the Study Site . . . . . Geohydrology . . . . . . . . . . . THE GEOLOGY & GEOHYDROLOGY OF THE WQMP SITE Glacial Drift and Bedrock . . . . . Water Table & Piezometric Surfaces Long-Term Water Level Fluctuation . Short-Term Water Level Fluctuation Aquifer Testing . . . . . . . . . . Methods . . . . . . . . . . . Results . . . . . . . . . . . Significance . . . . . . . . . Recharge Potential for the Spray Irrigation Site 0 O C O O O O O O O O C O 0 SUMMARY AND CONCLUSIONS . . . . . . . BIBLIOGRAPHY . . . . . . . . . . . . . APPENDIX A APPENDIX B APPENDIX C iii 13 13 16 24 3O 33 34 37 43 49 54 57 Table No. 1 List of Tables Description of soils at the aquifer test site . . . . . iv Figure NO. 10 ll 12 13 14 List of Figures Map showing location of Water Quality Management Project . . . . . . . . . . . . Map of the WQMP Site showing distribution of soil types . . . . . . . . . . . . . . Surface geology of the WQMP . . . . . . . Percent-grain size distribution of drift material underlying WQMP site . . . . . . Piezometric surface of Saginaw Formation Cross-sectional diagram showing geologic units underlying WQMP site . . . . . . . . Map of WQMP site showing location and type of wells. . . . . . . . . . . . . . . Map showing thickness of drift underlying WQMP Site 0 o o o a o o o o o o o o o o o 0 Map showing bedrock topography underlying WQMP Site 0 O O O I O O O O O O O O O O O 0 Map showing piezometric surface determined from wells penetrating the Saginaw Formation O O O I O O O O O O O O O O O 0 Map showing the piezometric surface constructed from wells deve10ped in drift. Water table contour of the WQMP . . Drift wells that were monitored for long term and short term water level fluctuations . . . . . . . . . . . . . Water level fluctuations for the 1976— 1977 water year . . . . . . . . . . Page NO. 11 14 15 17 18 19 21 23 25 26 Figure NO. 15 16 17 18 19 20 21 22 23 24 Long-term water level fluctuations for the 1976-1977 water year . . . . . . . . 15a Drift Well #37 . . . . . . . . . . . . 15b Mounding due to spray irrigation. . . 15c Drift Well #39 . . . . . . . . . . . . Aquifer test site location. . . . . . . . . Water level fluctuation due to atmospheric pressure change . . . . . . . . . . . . . . Graphic representation of geologic units and relative distances of the observation wells from production well #4 . . . . . . . Logarithmic plot of drawdown versus time Observation Well #37 . . . . . . . . . . . Logarithmic plot of drawdown versus time Observation Well C-3 . . . . . . . . . . . Logarithmic plot of drawdown versus time Observation Well B-2 . . . . . . . . . . . Observation Well B-3 . . . . . . . . . . . Aquitard response in wells C-1 and B—l . . Correlation of aquitard response to aquifer recharge . . . . . . . . . . . . . vi Page No. 29 29 29 29 31 32 36 38 40 41 42 44 47 THE GEOHYDROLOGIC CHARACTERISTICS OF THE GLACIAL DRIFT WITHIN THE WATER QUALITY MANAGEMENT PROJECT SITE MICHIGAN STATE UNIVERSITY Introduction The Michigan State University Water Quality Manage- ment Project (WQMP) is an experimental facility designed to research the employment of natural processes to purify and recycle municipal wastewater. Basically, there are two natural systems being employed at the WQMP; one involves effluent removal by terrestrialand aquatic plantlife, the other involves wastewater infiltration and effluent assimi- lation by soil material. In the first system, evapotrans- piration and plant assimilation are utilized to purify waste- water which is reintroduced into the hydrologic cycle. In the second system, wastewater is permitted to infiltrate into the underlying drift deposits where it can ultimately recharge into the local bedrock aquifer. Due to the complex nature of the glacial drift under- lying the WQMP, it has been difficult to define adequately the recharge and sub-surface flow patterns associated with the latter system. It is the purpose of this study, there- fore, to examine objectively the hydrogeologic characteris- tics of the glacial drift underlying the facility and to estimate the potential recharge into the local bedrock aquifer. Two approaches are used in this hydrogeologic inves- tigation. The first approach may be termed passive and involves analyzing data in the form of lithologic logs and water levels of observation wells to determine hydrogeo- logic correlations and groundwater fluctuations due to climatic and seasonal variations. The second approach in- volves aquifer testing by constant discharge pumpage of a test well. This method provides an active means of ground- water manipulation, where aquifer hydraulics are studied under controlled conditions. Description of the Study Area The area of study is situated in the south central portion of Michigan's Lower Peninsula, about four miles south of the center of the Michigan State University cam- pus. The political location description is; the SE k of Section 6, T3N, RlW, Alaiedon Township, Ingham County (Figure l). The climate for this area is that of a "modified" interior region; where the wide range of seasonal tempera- tures and the lack of precipitation of typical interior regions are moderated by the influence of the Great Lakes. The average precipitation for this area is approximately 31 inches (79 cm), 20 percent of which falls as snow, while nearly 65 percent of the total annual precipitation is lost to transpiration (U.S. Dept. of Commerce, 1976). The research site is part of a 130 hectare tract of gently rolling farm land which has been fallow since the .uoonoum unmEomwcmz wuflamzo Hmumz mo Godumooq mcfi3onm do: m ..__|e1_ m m 0 c a: l! >25 ix / x mm... 9.x? L B m 2 052.5..— 24:— 3 cm / 29:09 24050.: .H musowm 93101 uobmom early 1960's. The vegetative cover is essentially old- field grasses with second growth shrubs along the fence rows. Surface drainage of the research site is accommo- dated by a dredged water course known as Felton Drain. The drain enters Sycamore Creek which flows north into the Red Cedar River. The Red Cedar in turn flows into the Grand River which flows west to Lake Michigan. The soils occurring on the WQMP site are extremely variable, with an average of 57 percent homogeneity with- in mapping units (Zobeck, 1976). A high intensity soils map is presented in Figure 2 and shows the soil types with- in a quarter mile radius of the center of the aquifer test site. From Figure 2 and Table 1, it is evident that 61 percent of the soil is of glacial till parent material. Topographic highs of the area are covered by soils desig- nated as outwash over till (14%) while the closed depres- sions in the test site area contain mostly soils of lacus- trine parent material (17%). The remaining 8 percent is mapped as soils of outwash parent material and seem to trend in valley lows. Approximately 83 percent of the soil in the study area is well drained, with the remaining 17 percent being poorly drained. Geology of the Study Site At the WQMP site, Pleistocene glacial deposits directly overlie alternating sandstones and shales of the Saginaw Formation (Pennsylvanian). The Saginaw Formation Miomi- Mariette ‘Iooo feet " Figure 2. Table 1 Soil Fox Sebewa Metea Owosso Colwood Sisson Miami- Marlette Sisson Miami - _ Morlette Rom! Fox IAN Ma” 37 . Access *\~_7’ “~i_. Rood K) A. 08 . Aquifer Miami-Marlene 13 gig.“ DW Colwood 20 ' Map of the WQMP Site Showing Distribution of Soil Types. Coverage Parent % Material 6 Outwash 2 Outwash 4 Outwash/Till 10 Outwash/Till 15 Lacustrine 2 Lacustrine 61 Till Natural Drainage Soil Description Well Sandy Loam Poor Loam Well Sandy Loam Well Sandy Loam Poor Calcareous Silt Well Loam Well Loam, Silt Loam or Silt Glacial Till unconformitably overlies the Bayport and Michigan Forma— tions which are Mississippian in age. The Saginaw Forma- tion is composed of 300 to 350 feet (90-100 meters) of alter- nating beds of sandstones and shales with thin beds of coal and limestone. The formation was deposited by repetitive deposition of near shore deposits; sequences of sandstone, shale, coal, shale, limestone, et cetera, are typical through- out the formation. Local erosion of the upper portions of many of the sequences before deposits of later sequences has resulted in frequent breaks in the total deposition sequence and variations in bed thickness and extent (Kelly, 1936). The regional dip of the bedding planes in the Saginaw Forma- tion is one and one-half degrees toward the northeast. The Pleistocene deposits which overlie the Saginaw Formation were deposited during Wisconsin age glaciation, with the uppermost surface deposit being of the Cary sub- stage (Thornbury, 1965). The 30 to 90 feet (9-27 meters) of glacial drift underlying the site has been mapped by Martin (1958) as recessional moraine and as intermorainal till plane (Figure 3). The intermorainal portion of the site has been described as "dead ice moraine" (Zobeck, 1976). "Dead ice moraine," which is actually hummocky ablation drift, is formed when a once active glacial front becomes stagnant, allowing the gradual lowering of glacial debris as the ice mass melts. This gradual process is accompanied by slump, debris flow, and solifluction, which .Ammma .cfluumzv @203 wnu we mmofloww wommusm .m onsmflm owm\ \Auov \\ 5.12.8 \ m \ Ono m :8. 80.. w. to a . . w .4 . u , 9.38.2 \/\//V. .8222 km \ N -x \ \ mm 1 \ a by m 9 u 0 m _\\: / (\ 7 The glacial sediments and type of topographic relief found ,7 results in repeated redeposition before the load is finally deposited (Flint, 1971). Soil samples taken in this area indicate the presence of flow tills, stratified sediments over clay tills, and lacustrine deposits in closed depressions (Zobeck, 1976). in the area confirms the presence of hummocky ablation drift. The spray irrigation site east of Felton drain has been mapped by Martin (1958) as recessional (Lansing) moraine. Parent soil classifications, observation well records, as well as samples taken at the aquifer test site show the underlying drift to be principally of morainal type mater- ial. Figure 4 shows the mechanical analysis of samples at several intervals within the drift thickness and suggests a bimodal percent-grain size distribution, which is indicative of lodgment type till (Driemanis, 1969). Geohydrology The Saginaw Formation is the major groundwater aqui- fer for a large portion of the Lower Peninsula of Michigan. The greater Lansing area, including the WQMP site, is served exclusively by this confined sandstone aquifer. The permeabilities of the sandstone layers within the Saginaw Formation are relatively consistent, with values averaging about 100 g/d/ft2 (4 m3/d m2) (Wheeler, 1967). The shale layers within the formation are, for practical purposes, considered impermeable. The coal and limestone .muflm @203 madmaumcca wauoumz uwflua mo coHusnflHumwa muflm :Hmumiucmoumm 33...... Essen. .m .2 v o. m. cm ow 8 com ‘ 1 o 3:8 .o :2 on .0, «3:8 3 .8. a ..< a 2:8 .o :38 -o \ .v wusmflm o. .o~ "993:! INOJ. “MOM 10 layers, although somewhat more permeable than the shale, may also be classified as aquicludes. The Saginaw Formation is confined by clayey glacial deposits from above, and from below by inter-formational shale layers, and limestones of the Bayport Formation. Artesian pressures are generated by the head differential found within the confined aquifers. Regional formation dip, local formational irregularities, and impermeable glacial sediments confining inclined bedrock surfaces are situations where head differentials are generated (Mencen- berg, 1963). The transmissibility within the Saginaw Formation is dependent on the cumulative vertical thickness of sandstone (Stuart, 1945). Transmissibility figures at the WQMP range from an estimated 10,000 - 20,000 g/d/ft (125-250 m3/d m) (Vanlier and Wheeler, 1968). Groundwater yield, however, will vary with the amount of downward and lateral recharge entering the formation sandstones from overlying drift de- posits (Stuart, 1945). The recharge potential of a partic- ular area is dependent on the thickness and permeability of the glacial drift which overlies the aquifer. It is also dependent on whether or not the upper portions of the aquifer are free of impermeable shales layers, which retard vertical recharge. The lateral recharge of the Saginaw, in the vicinity of the WQMP, is from the southeast, with local groundwater flow direction shown in Figure 5. Anhma .HMB cm>v :oHumEHom 3mcflmmm mo wommusm UfiuquONme .m wuomflm .\ $2 oco ooo. . Tllllll. 2! 11 \\\\. , was. 12 The hydrology of the overlying glacial deposits is quite varied, with perched and regular water tables, as well as artesian conditions present within a single verti- cal thickness of drift. The main water table in the spray irrigation site lies entirely within the glacial drift and generally fol- lows the contour of the surface topography (Figure 12, page 23). Artesian pressures are generated in permeable lenses within the drift and by hydraulic connection with the artesian Saginaw Formation. Vertical recharge rates through the glacial drift vary proportionately with the permeability of the saturated thickness of the glacial de- posits and the head differences between water table and aquifer piezometric surface (Walton, 1970). Due to munici- pal pumpage of the Saginaw Formation to the north of the spray irrigation site, and a general increase in the per- meability of glacial sediments from east to west, the re- charge rate tends to increase from southeast to northwest across the project site. Preliminary studies of the re- charge rates for the site indicate that the average flux 5 is less than 0.1 ft/day (3.5 x 10' cm/sec) (IWR, 1971). The Geology and Geohydrology of the WQMP Site Glacial Drift and Bedrock Figure 6 shows a cross section of the geologic units underlying the WQMP site. The diagram construction is based on lithologic logs from nine observation wells across the project site (Figure 7). Copies of the logs are in- cluded in Appendix A of this thesis and are also available in the files of the Michigan Department of Natural Resources. It appears from Figure 6 that the glacial drift underlying the site is very complex, with depositional units being of short lateral extent. Nevertheless, some general state- ments can be made regarding the degree of complexity with- in the spray irrigation site. The southeast corner of the site consists mainly of morainic material. Well logs with- in this area show that this material consists mainly of gravelly clay. On the other hand, in the central portion of the site the logs indicate mostly till, but also show several lenses or layers of sand and gravel. This trend continues throughout the northeastern portion of the site until sand and gravel makes up as much as half the drift thickness. From Figure 6 it is also evident that the glacial drift at the site rests primarily on clean white sandstone which include a few, thin layers of grey shale of variable areal extent. The extreme southeast and 13 wuflm $83 mcflhauwvcs mufico ounmoHowo mcflsocm Eoumafio Hmcofluoowlmmouo .w wusmwm l4 32323 E .002 .e. 223 z .585: 35 D .03... .365 E :63 a dullllllit : .. Es 15 mHHm3 mo o@»a cam coflumooq mcw3onm muflm @203 m0 @m: L .h wusmwm .=£tcow 2:23 on. man». cm. nu. «aw. 5.3 23:... .I“"II .—~ 3 I, no 0 / ~23 5&3 m :33 333 km? W ..--.....--./.--\ a M m o a M. on. m cozutoaao 88¢ 83x m u a: :5 n e...) 6.0. mam.“ .v on m 3:63.30 goo: 32.2%.. Cu. . n 226...... u / 29.295: " :3; 5.39.38 £5 . . . . Coo: ><¢mm —r lllllllllllllllllll Vila"iillliatoi.iim ” COO—in. z 33-x car. 5 a: on «n O. onm a o u m a. .3 p 85 o . 3.2: .. .2. 8. on. law. x... 23m - _» 16 northwest corners of the site, where the bedrock elevation is highest, consist of relatively thick shales which lie directly under the glacial drift. The glacial drift on the WQMP ranges in thickness from a little over 100 feet (30 meters) in the northeast corner of Section 6, to about 30 feet (9 meters) on the south central boundary of the spray irrigation site (Figure 8). The bedrock topography shown in Figure 9 is based on well log data and indicates the presence of a pre-glacial valley which trends NE through the center of the site. In addition, a small southeast trending tribu- tary valley cuts a relatively narrow bedrock ridge, which forms the west slope of the larger buried valley. Both of these valleys appear to be part of a much larger pre-glacial river system which drained toward the northwest (Vanlier et a1. 1973). Water Table and Piezometric Surfaces A map of the piezometric surface of the Saginaw For- mation underlying the spray irrigation site is presented in Figure 10. The map is based on water level data taken from shallow bedrock observation wells and shows that groundwater flow within the Saginaw Formation is toward the north-northwest. The direction of flow in this par- ticular area is greatly influenced by M.S.U. production well drawdown, which lowers the piezometric surface with- in the Saginaw Formation considerably. It must be pointed musm e203 meflsasoesa sense to mmosxonse msezoem as: .m museum . a s _ ~ \ e // «Son .9250 . I 233$ .08 o. .eoeooo_ Tllllllll muwm @203 unawaumccb >£@mum0@oa xoouvmm mcflaozm @mz .m musmflm \ Eon. .2250 . use: so__e>lui .nEo \ 353:3 .63 o. 2 000. H III. .I \ /\ \E \\E/, N :oflumfinonm Bmcfimmm can mcflumuuo:o@ 9:03 Eoum confisuoumn wommusm Dauquonw@ mcflzocm @62 .CH ouomfim \ \\ \\ \ .\\\\\ \l \ \ \A& o \ \ 0& a a \ 0 2828 .62 n . H... 000. (——2 20 out, however, that although the cone of depression is centered around M.S.U. Well #25, the specific shape and size of the cone changes with the rate, duration and schedule of pumpage of the individual production wells. Despite the fluctuation of the specific cone size and shape, the overall groundwater flow within the Saginaw Formation is always strongly toward the north with respect to the spray irrigation site. Looking next at Figure 11, which is a piezometric contour map generated by water level data obtained from the drift wells, it becomes apparent that some areas with- in the drift are greatly affected by pumpage of the Saginaw Formation, while others are only slightly affected. The data used to generate this map was obtained from drift wells which are screened in the first waterbearing sand or gravel lens, within 5 meters of the water table. The wells vary in depth depending on the geology encountered while drilling. However, despite the variability of depth which implies varying hydraulic connection with the under- lying Saginaw Formation, the resulting piezometric map shows a predictable groundwater flow pattern. For example, the observation wells in the spray irrigation area show rela- tively little response to the drawdown produced by the M.S.U. production wells, while the drift wells that are situated near the production wells reflect either a dry drift profile or indicate a marked decline in the water level. 21 ensue en eweoao>oo @303 Eou@ cwuoouumcoo wommusm oauumEoné@ can maisonm @mz .HH whom?“ \s\ \ :33 3:63.30 . 3.03 22.5 .2630 is \ \ _n E o 232:3 82 n to at 000 THE L 22 A major feature also evident on the piezometric map in Figure 11 is a groundwater trough, which coincides with the buried bedrock valley shown in Figure 9. The valley is situated on a line, between wells DW #23 and DW #15, and is filled predominately with relatively imper- eable clay till, with lenses or layers of sand and gravel at the base. The valley is intersected by two areas of groundwater discharge, situated north and south of the spray irrigation site. The groundwater sink to the north is associated with M.S.U. production well drawdown, while groundwater flow to the south is the result of groundwater discharge into the Sycamore Creek drainage system which is at a lower elevation. The groundwater surface shown in Figure 11 clearly indicates that groundwater on the lower part of the drift flows into the bedrock valley and then either north toward the production wells or south toward Sycamore Creek. In addition, Figure 11 shows an area of high ground- water levels directly beneath the WQMP lake system. It is uncertain whether this high is due to leakage from the lake system or whether the bedrock high in this area, which con- tains some shale lenses, is retarding the downward movement of groundwater. Another possible explanation is that clay layers in the glacial drift are producing a "perching effect" of the groundwater in this area. Figure 12 shows the water table and groundwater divides as interpolated from surface water elevations 23 $83 05 mo ssousoo 033. nous: . Q l k/ n -./ / Om 1/ .NH muomflm 3220 3836590 Ill 2:280 88 o. :3: z 000. 16 Till /14 / Q j / m0 AV f9 / / / 24 taken from the standard 7% minute USGS topographic sheet, an aerial photograph produced contour map of the WQMP site, and various shallow boring information within the area. The water table contours coincide closely with that of the surface drainage in the WQMP, with roughly 75% of the area draining south into the Felton Drain. Long-Term Water Level Fluctuation From September 1976 to September 1977, monthly water levels were recorded for twelve drift observation wells in, and adjacent to, the spray irrigation site (Figure 13). A record of these fluctuations is shown in Appendix B. It must be pointed out that the rainfall record from the 1976—77 water year was 9.96 inches (25.3 cm) below the area 17 year normal, and is, therefore, considered to be a drought year. (NOA Climatological Data 1976-1977). The characterization of the water level records, therefore, applies only to the 76-77 water year or possibly to a period with similar precipitation pat- terns. The ten records representing seasonal fluctua- tions are divided into three groups with each group show- ing similar characteristics. The remaining two records show water level responses due mainly to pumpage and spray application. A plot of the water level fluctuation recorded in ten of the observation wells is shown in Figure 14, and is arranged in three groups. The Group I plots are 25 mCOADMSDOSHm Ho>mq Hmum3 Enos unocm can Euwe mcoq How vmuouwcoz oum3 Dons mHHo3 unfluo .ma muomflm END 0N0 9N0 ¢No ”No NNO 4% .No one ON o 3. a :8: o a 2 a 363.280 o 000. NM 0 mm o 05.52 n SM $22.83 x 55:02 38:5: 0 Z on o a =0 a... 09. cnx a... S x N. x :x 5.. o. x mu 26 S O N D J F N A M J J A o .............................................................. \ snow I 2‘ I. 20 \“ II\"in!”""lllll!!.-~‘h-e 2 . 3. I. 25 GROUP 1:: ° 3‘“ """""""""" \ h 3 . 2. GROUP 111 Feet Figure 14. Water Level Fluctuations for the 1976-77 Water Year. Group I represents the type water level response in areas of piezometric highs. Group II represents the intermediate response of water levels lying between the highs and the piezometric lows which are represented in Group III. 27 typical of the wells which monitor points where ground- water flow is divergent and where the piezometric surface is relatively high (greater than 857 feet [261 meters] amsl). It is evident from these plots that the seasonal declining water level trend is only slightly interrupted by snow melt and heavy spring rain generally between early March and May. The maximum annual water level fluctuation for the Group I wells is approximately 2.25 feet (.68 meters) with the greatest fluctuation occurring in Well #20. Group II well fluctuations are similar to Group I, but differ mainly in magnitude. The overall annual fluc- tuation of these wells is only about 1.5 feet (0.5 meters). In addition, the water level response to spring recharge is more pronounced than thatof Group I, because they are located between piezometric highs and lows, and monitor the water level near or at points where groundwater flow is predominantly convergent. The Group III type plots include wells that are located mainly adjacent to creeks and ponds. These sur- face features appear to directly affect the water table by buffering groundwater storage with influent flow which maintains a stable base water table. Deviations from the base flow are caused by increased groundwater storage due to increased recharge from higher surface water levels. A decrease in the minimum water levels, as seen in the last months of the 76-77 water year, is a result of the extreme drought conditions which lowered the base flow. 28 Figure 15a shows the water level fluctuations for Well #37 located within the spray irrigation zone. From August through October of 1976 and mid-April to September of 1977, the spray zone received approximately three inches (8 cm) of water per week. The record for Well #37 shows a marked decline in groundwater storage during the winter months when the site was not being irrigated and precipitation was immobilized in the form of snow and ice. Groundwater mounding and mound delay equations, developed by Hantush (1967), can be used to separate that portion of groundwater storage which is the direct result of spray application. Figure 15a also shows the plot of the groundwater fluctuation with the calculated groundwater mound (Figure 15b) subtracted from it. (Computations in Appendix C). The plot of the calculated water level in the well represents theoretical groundwater fluctuations without the effect of the spray application. It can be seen from the data that the theoretical values fit into the Group II fluctuations as would be expected. Observation well DW #39 is situated on the west end of the spray irrigation site, adjacent to the Horticul- ture Research facility. Throughout the summer growing months the facility operates an irrigation well,which is set in the Saginaw Formation. The seasonal water level plot of well #39 is shown in Figure 15c and sug- gests a hydraulic connection between the well and the 29 (b) (c) T ------ - ----------- ---”---— ----“ ------- - ---_ - ---~ WHHWLSS \/ Figure 15. 77 Water Year. served 76-77 groundwater fluctuation for Well #37. Long-term Water Level Fluctuations for the 1976- 15a. The upper curve represents the ob- The lower curve is the observed fluctuation minus the calcu- lated mounding due to spray irrigation. the irr ref gat 15b. The plot of groundwater mounding and mound decay due to spray igation. 15c. The curve shows the increase in storage lected at Well #39 following the termination of irri- ion pumpage. 30 production well. This is evident from the rapid recovery records in well #39, which coincided with the end of the growing season. Short-term Water Level Fluctuations Short-term water level fluctuations are evident in wells #20 and #37, which lie on or adjacent to the spray irrigation plots 21, 22 and 23 shown in Figure 16. These plots receive 60% of the total effluent on the WQMP. Lith- ologic logs for these wells can be found in Appendix A. In order to accurately monitor the short-term fluc- tuations in water levels, continuous recorders were set up on wells #27 and #20. Figure 17 shows the water level re- sponse recorded in the wells during a 20 day period from March 24 to April 12, 1977. This period was characterized by several frontal passages and extreme barometric pres- sure fluctuations. A record of both the precipitation and barometric pressure during this period is also presented in Figure 17. The recorded short-term water level fluctuations in wells #37 and #20 during the 20 day period clearly show a correlation with changes in the atmospheric pressure. The barometric efficiency for well #20 and well #37 calculated from the equation W X 100 B _ A BE — A barometric efficiency, in percent where BE 31 NHOOVSVH ON 30 fl .3. :23 . “u““n eeec OVOH :oflumooq muflm umms Homasv< .oH whomwm Sound /_ N N bone a > \ u (an m B. 0 ( 0 =03 auto-iota _ _ kn+ 30 nu .~ #015 P04... ><¢am ><¢am Roccov ,1 co» 2 MZON mummzm 32 MARCH APRIL 242526272§2930§II23456 fire—ilnu 12 t (a) (b) (c) (d) I O PRECIPITATION 05 . K . / Inn.) F7?/—7L / Figure 17. Water Level Fluctuation Due to Atmospheric Pressure Change. The curve shown in A is the atmospheric pressure represented in feet of water. Parts B & C show the corresponding barometric response of wells #20 and #37 respectively (in feet). Graph D repre- sents the daily precipitation for the 20 day period in inches. \\\\ 33 15W = change in water resulting from change in atmospheric pressure, in feet .AB = change in atmospheric pressure, in feet are 43 and 44 percent for the respective wells. These values represent only a moderately active barometric re- sponse (Chow, 1964) which is probably the result of the elastic nature of the silty unconsolidated gravel aqui- fers, and not to the lack of effective confining strata thickness. Aquifer Testing The hydrogeology properties of aquifers and aqui- tards can be analyzed by aquifer testing. This procedure normally involves applying a stimulus to an aquifer by means of constant pumpage of a test well, and recording the water level response in nearby observation wells. The resulting response is plotted against pumping time and analyzed using a series of equations and "type" curves to obtain, quantitatively, the hydraulic characteristics of the aquifer in the vicinity of the pumped well. Per- meability (P), storage (3), transmissibility (T) and ver- tical permeability (P') are the major coefficients analyzed to describe the hydraulic characteristics of the aquifer and confining beds. The coefficients of permeability (P) and transmissibility (T) are defined as the rate of ground- water flow, in gallons per day, through a 1 foot square, and a 1 foot wide vertical strip through the aquifer 34 respectively, under a hydraulic gradient of 1 foot per foot. The coefficient of vertical permeability P' is a measure of the vertical leakage through a foot square hori- zontal cross section of a confining bed under an hydraulic gradient of 1 foot per foot. The coefficient of storage S is the volume of water the aquifer releases from or takes into storage per unit surface area per unit change in hydraulic head (Walton, 1962). These hydraulic properties provide the foundation for a quantitative assessment of an aquifer. Methods: The aquifer test site at the WQMP is located in the spray irrigation zone, roughly 100 meters S-SE of DW #37 (Figure 16, Page 31). The site consists of a production well (A), two observation well arrays (B and C) which contain three piezometers each, and a drift well (DW #37). The lithologic logs for all the wells except #37 shows primarily 15 feet (4.6 meters) of brown sandy clay directly beneath the surface, followed by 10 feet (3 meters) of gray clay/25 feet (7.6 meters) of gray clay and fine gravel/10 feet (3 meters) of fine gravel and coarse sand with clay followed by a foot (.3 meters) of black shale and then sandstone. The logs for each of the three wells as well as sieve analysis for the various units can be found in Appendix A. Production well A is 62 feet (18.9 meters) deep and 35 consists of a 4 inch (10 cm) diameter plastic pipe, which is slotted throughout its entire length. The saturated thickness of the drift encountered is 40 feet (12 meters). The slotted "screen" portion at the base of the well was set in an 8 inch (20 cm) diameter hole, which was gravel packed. Above the screen the well was back-filled with bentonite clay sealer. The observation well arrays B and C are 70 and 135 feet (21 and 41 meters) to the east and south of produc- tion well A, respectively. Each well array consists of three 2 inch (5 cm) plastic piezometers. Each piezometer is equipped with a 4 foot (1.2 meters) slotted "screen" segment set at depths 20, 40 and 60 feet (6, 12, and 18 meters) below surface. The screened portions of the piezometers were packed with gravel and were isolated from each other by bentonite fill. This piezometer array arrangement enabled the gathering of data from several drift horizons within a single drift boring. Observation well DW #37, which is part of the estab- lished WQMP observation well system, was also used as a piezometer during the aquifer test. It consists of a 4 inch (10 meters) steel cased well with a 3 foot (1 meter) #10 slot screen, which is set in a sand and gravel layer 36 feet (11 meters) from the surface. A diagram of the production and observation well construction as well as the lithology encountered in the wells is included in Figure 18. 36 .v* Hamz :ofiuooooum Eoum mHHmB coflum>ummno mcu mo mmocmumflo m>fluwamm pom mafia: owmoHomo mo coflumucmmmumwm Udnmmuw .ov a .. 33m 32322.. gramme 2.2...5m m o .266 um 22a \\R .o c :0. A0. u 8 am .3»... 3.0 R .264 .203 Pp. 298 .n. no... . . > ON H .d pm .2 \( m. .. .< mm o r» )\ - Lu ,1 m “.16 ....... 2. Wu mm . . .( ~ . hu Mn . ONO w h” )\ )\ .odsosu . \a\ n U . . \I\ .0 one .u dd TIJSJ\/( a. 4,..— .oskosu on E m['2.€ u- (.212 2 2 H2 2 n -2;z-.e?.<52.'2?e;|§§l -!¥-—— .mH whomflm 2 o . 2 \l\ \I\ 2 \< 2 \I\ \I\ \< .\< \l\ \I\ \/\ e \l\ o . 9 \I.\ 2 a \I\ < .ON No.5 IL C _L_ 37 Pumpage of well A was accomplished by a submersible electric pump and portable generator setup, which provided a discharge of approximately 12 gallons (46 liters) per minute. The well discharge was channeled away from the aquifer test site by gravity flow through an existing irrigation pipe network, which empties into the Felton Drain about 300 meters to the west of the test site. The drawdown measurements for aquifer test well A, and observation wells B and C were taken with electric water level sensors and steel measuring tapes (Johnson, 1977). The drawdown in wells #37 and #20 was recorded with the continuous water level recorders that were used to record short-level water level fluctuations. Results: The responses in the observation wells to the con- stant pumpage of production well A are shown in Figures 19 through 22. Figure 19 shows the response versus time curves for the drawdown and recovery recorded in observation well #37. These curves coincide well with the type curve for a leaky artesian aquifer without water being released for storage in the aquitard where v/B = 0.35 (Walton, 1962, plate 1). By superimposing the field data on the type curve, match-point coordinates were obtained for computation of the hydraulic coefficients defining the aquifer. The values of T, S, and P' calculated from both the drawdown as well as recovery data are very similar and average 4885 38 hMt HHmz COHHMx/meflo GEflB mflmhwuw C3OG3MHD m0 “GHQ UflESUHHMOOQ 6|||I $335.5 0E2. 000. Go. ‘ 0. .ma Guzman _.or :3: am 0.. . «:23 «3.... ._ 40%|? . .1 N .x mi a To . m Illrflm . a p .523 02.3% cm I and; o as...» stony... 28 2.3 3.6.0} .3. EN: .2356 on u. no . Ex}; 79 x3 2. .8. 86.9.. (#40 ._.z_oa 10h<2uz3003<¢o+ \ \.t \ c3835 \ . . \ \. \\ \.\..\ \.\. .\ />._o>oocm \.\o \ o 0‘ o Hfl\ N: \23 «3.... .— um. may“. I“: -0. xod .m Nb 2:. 3 \oao 08¢»... t m .98 on ..E E; m... .0 8.0.3. .8. ch... .22.... co... 3 . axes; :. .5 .3. cc... .om <23 55.... :u»<:.>cu>oom¢+ 39 4 2 3 gpd/ft (61 m3/d m), 3.7 x 10‘ , and 0.12 gpd/ft (5.7 x 10' cm/sec) respectively. Figure 20 shows the drawdown from observation well C-3 which penetrates 60 feet of drift. The early data from C-3 is unreliable but the later data coincides very well with the non-leaky artesian aquifer type curve (Walton, 1962, plate 3). Using the match-point coordinates shown for the C-3 plot results in a T & S value of 4578 gpd/ft (57.2 m3/d m) and 3.1 X 10"4 respectively, which correspond very closely to those calculated for observation well #37. The vertical permeability values are absent because the non-leaky artesian aquifer curve implies that no water is being released from storage within the aquiclude and, there- fore, vertical permeability is assumed to be zero. Observation well B—2, which monitors the water level response for an interval 40 ft. (12 meters) from the surface in observation array B, shows a drawdown response which coincides also with the non-leaky type curve. Calculations for T & S from match-point coordinates produce values of 3172 gpd/ft (39.6 m3/d m) and 6.4 x 10'8, which indicates material with less transmissibility and storage than that which intersects observation wells C or #37 (Figure 21). Observation piezometer B-3 monitors the bottom inter- val of drift roughly 20 feet (6 meters) below the level of piezometer B-Z. The B-3 time-drawdown plot was superim- posed on the leaky artesian type curve, without water released from storage (Figure 22). The T & S values 40 80. no.0. A...‘. o._ . \.\. o... GO. ’ m>¢=o mat. 5.4.3-202 . . \\\ Ham: nodum>uwwno mafia m5mum> c3063muo mo uon owfizuflummoq +lnlll aunt-=3; GEE. O. \ .om musmfim (by .o.x..n.m N. -m ll..|. 1.- t .58 2.9. .h o gamma: l Ego w... .0 .03 mm. a... 355:. 00. u. or... u .33 72x00. .5 3: $6.0m 3.40 #25.“ 1953+ 41 ooo. _ C ..oou. om mum Hamz coflum>uwmno wEwB msmum> :30p3mho oo. 1.2.55.5 oE: :50 on»... 3.03.32 mo anm ufissufiummoq o— .HN whomflm MW.o. x T... .m N; _ s h ~=>xa 2.5 .h om. .h Aafiddflq t: z... anm1_.o 355.com .. so. 3.. .am 3.. .3; To. x¢.~ . 3 um (.53 hz_on IOP<2+ 42 000. $003 cm 0.. . .03 2.. . .8. on ..... a... m... .o nn.u0.\s .3. o. .om .0555 00¢". as . 85.33 n.o. x n... 2. 28 .59.. (:80: 3.00.; ll1L....\\x .\. .\. -.\. 3.50 on»... 3.3.. 00. p mnm Hawz cowum>ummno .mm whomflm T“)?!:c..5 2:... wt}: 9.0.... N gmfl... n.o.xo.~.m Ibsll- .:.P m 3):; .mmN uh 3.50 2:... 36.... O. p .52 .033... .m lbrflm . a p .{uaa 3.06 .h om - 33 0 m4... - p .03 Z. n .. .5... w... . o .2. «to .om 32.56 97... o. 133 .0. x2... 1. 0:5 2:0... . :30! 33.. .52... N 43 calculated for well B—3 are 5079 gpd/ft (63.5 m3/d m) and 3 3.2 X 10- and are the highest values recorded for the aquifer. The vertical permeability, calculated from the 2 (7.1 x 10’3 response of piezometer B-3, is .15 gpd/ft cm/sec) and is consistent with the values calculated from the response of observation well #37. The shallow piezometers of observation well arrays B & C (Figure 23) show drawdown responses that do not follow any type curve configuration. The data does show, however, a delayed water level lowering probably caused by the decreasing piezometric pressure in the lower con- fined portion of the drift aquifer. This "aquitard re- sponse" pattern is characterized by three distinct phases of water level response. In phase 1, early in the test period, the water level is unresponsive to the drawdown which is acting on the aquifer beneath it. In the second phase, the water table response begins to deviate from the unresponsive portion, with irregularly rising and falling water levels that vary at equal magnitudes above and below the established water level. Finally, in the last phase, the water levels begin to decline at a relatively constant rate. Significance: The aquifer test data for the spray irrigation site shows that the glacial drift overlying the Saginaw Forma- tion is not a homogeneous layer of unconsolidated material, 44 Hum pom HIU mHHoZ ca mwcommmm Tassel! .3356. oEE. 09 d 0‘ 1 d 4 I J I A 1393'! n causal“. pumuflsv< .mm ousmflm too: 45 but rather, exhibits vertical and areal heterogeneous associations of clay till and relatively continuous gravel layers. From the test analysis it appears that the gravel layers in the drift vary only slightly in transmissivity, but do vary significantly in their hydraulic connection with the overlying aquitard material. The aquifer tests also suggest that the transmissi- bility of the gravel in the drift lies within a moderate range of 3000 to 5000 gpd/ft (37.5-62.5 m3/d m) with little evidence to indicate any boundary effect due to the gravel pinching out. In addition, the test shows that the pumpage of the entire saturated drift thickness, which is most per- meable near the base, produced responses throughout the entire saturated thickness of the drift. This would indi- cate that gravel units at different elevations are hydrau- lically interconnected and extend a relatively great dis- tance. The drawdown analysis from the observation wells would also suggest that the hydraulic connection between the gravel units and clay units are not consistent and reflect indistinct boundary conditions (i.e. leaky to non-leaky). The leaky type curve method of aquifer analysis also provides a means for the calculation of vertical permea- bilities. The calculated values obtained from this 2 3 method range from 0.12-0.15 gpd/ft (5.7 x 10' - 7.1 x -3 6 10 cm/sec) or roughly 3.8 x 10 gpd/square mile (1.4 x 3 10 m3/d kilometer). These values are approximately 4 46 times higher than the 1.00 X 106 gpd/square mile value suggested by Firousian (1963). The empirical method used by Firousian to determine his vertical permeability values assumes a steady-state condition, where the vertical permea- bility rate is equated to the quantity of water leaving an area bounded by flow lines and piezometric contours. The method used in this investigation involves the analysis of the aquifer response curve. The shifting from the fluctuating second phase to the constant declining drawdown of the third phase of the aqui- tard response curve shown in Figure 23 marks the point in time where the head difference between the water table and the aquifer potentiometric level generates enough pressure to induce a constant discharge through the aquitard. In observation well B-l, which monitors the water level in the aquitard, the shift occurs at the point in time when the drawdown levels in wells B-2 and B-3 show a recharge response (Figure 24). This situation indicates that the water table level in the aquitard has a hydraulic connec- tion with the underlying gravel units. There is no indi- cation, however, that the connection existed during the early phase of the aquifer test. The fact that no hydrau- lic connection existed prior to the test is recorded by the unresponsive period early in the test, which corres- ponds with a drawdown response in the deeper piezometer for the same time period. Therefore, a vertical connection between the water table aquitard and the deeper gravel 47 coo. mmumnowm nonfisvfl ou mmcommwm pumuflavé mo coflumamnuou .3356. 2:... co. .vm musmflm O. a q 4 a d J 48 units must have developed later during the aquifer test. When a confined artesian aquifer responds to pumpage, it does so by compaction of the aquifer skeleton because of the release of the water pressure within it. The com- paction results in a decrease in porosity within the aquifer as well as ground subsidence within the radius of influence (Ferris, 1962). In Figure 23 the "aquitard response" is probably the result of the subsidence due to pumpage. The initial phase of pumpage shows no response because the radius is small and the effect of subsidence is not yet felt at the piezometers. As the radius of in- fluence expands to the point where it causes drawdown in the gravel, the subsidence may cause tension openings to develop within the aquitard material (Grisak et al., 1976). Initially, these openings provide an unstable hydraulic connection (represented by phase II) which later develop into defined avenues of recharge into the underlying gravel units. The development of the openings as recharge avenues into the aquifer is represented by the third phase of the aquitard response and the corresponding recharge effect in the underlying gravel units. The analysis of the aquitard response has little practical importance in defining the hydrogeologic condi- tions of the site other than to account for the recharge effect in the late stages of aquifer test. The recharge rate of the aquifer is related to the vertical permeability of the aquitard. The vertical 49 permeability values calculated from aquifer drawdown re- sponse are influenced, of course, by the condition of the aquitard. If the properties of the aquitard, however, are changed during pumpage, the vertical permeabilities ob- tained during those stages of the aquifer test have little value in an area that is not ordinarily subjected to pumpage. The spray irrigation site is never subjected to the intensity of pumpage used during the aquifer test, and therefore, the resulting subsidence is not a natural occur- ring characteristic. The values obtained by the type curve method, therefore, are probably unreliable, except for cal- culating approximate potential vertical permeabilities. Recharge Potential for the Spray Irrigation Site The rate of recharge from the drift to the bedrock varies with drift and bedrock permeability, drift satu- rated thickness and the hydraulic head difference between drift and bedrock. The following equation shows the rela- tionship of these variables to recharge rate (Walton, 1970). Q .. 3'. X - M' Ah where g = recharge rate, in gpd/sq. ft. A' = coefficient of permeability of glacial deposits, in gpd/ft M' - saturated thickness of deposits, in feet Ah = difference between the head in the aquifer and in source bed, above deposits through which leakage occurs, in feet. 50 From the above relationship, it can be seen that, for a constant areal permeability P', the recharge rate is inversely proportional to the saturated drift thickness and directly proportional to the head difference. Within the WQMP site, the recharge potential for a given drift permeability increases from a minimum in the southern portion of the spray irrigation zone to a maximum in the northern portion near the lake research area. The maximum saturated drift thickness that exists near the southern boundary of the WQMP site grades into a condition of com- plete groundwater absence in parts of the drift near the northern boundary of the site. ,The increasing head dif- ference (Ah) toward the northern boundary of the site is caused by drawdown due to pumpage in the M.S.U. production wells and results in an increased recharge potential toward the northern boundary. The piezometric surface of the Saginaw Formation at spray irrigation plots #21 and #23 is at approximately 845 feet (258 meters) amsl, whereas the groundwater elevation in the drift is about 855 feet (261 meters) amsl. The head difference is 10 feet (3 meters) and the saturated thickness (M') is roughly 40 feet (12 meters) above the bedrock sur- face. Using permeability values for the "C" soil horizon, (parent soils), Walton's equation can be solved to obtain estimates of recharge. Since spray sites overlie soils of till parentage which have permeability values ranging from 51 2 4 2 .5 to 1 gpd/ft (1.8 x 10' — 4.1 x 10’ m3/a m2) (Zobeck, 1977), recharge into the bedrock aquifer, under these con- ditions, would range from .12 to .25 gallons per day per 3 2 m3/d m2) or 13,500 square foot (4.9 X 10- - 1.0 X 10- to 27,000 gpd/hectare (51-102 m3/d/hectare). The aquifer test data, however, indicates lower ver- tical permeabilities, which range from .12 - .15 gallons per day per square foot (4.9 x 10-3 - 1.6 X 10-3 m3/d m2) or 3375 - 4500 gpd/hectare (13—17 m3/d/hectare). The re- charge rates obtained from the aquifer test data are low because they represent recharge through the clay till into the gravel layers, not into the bedrock. The recharge into the bedrock would also be facilitated by flow through the gravel layers. The recharge rate through the entire drift thickness, in the area of the spray irrigation site, would probably be greater than the aquifer test data sug- gests, but less than the soil hydraulic conductivity values would suggest. Considering that an average of 134,000 gallons (509 m3) of wastewater (plus precipitation) is applied daily to a 5.4 hectares area, with little evidence of excessive runoff, it would seem reasonable to assume that the recharge rate would fall somewhere between the two sets of values. If evapo- transpiration and runoff values for the spray irrigation site are about 14% and 19% respectively (Leland, 1977), the recharge rate for spray plots #21 and #23 would calculate 52 to be about 44,000 gallons per day (167 m3/d) or 8100 gallons per day per hectare (31 m3/d/hectare). The recharge rate calculated from measured and em- pirical water budget data is approximately twice that calculated for the aquitard by the aquifer testing data. The gravel layers, within the less permeable drift mate- rial, must, therefore, account for the difference in re- charge rates. The gravel aquifer characteristics, obtained from aquifer testing, substantiate this possibility. The average transmissivity of 4000 gpd per foot (50 m3/d m) of gravel aquifer thickness could easily transmit the volume of water needed to account for the difference in recharge rates. It has been shown that the gravel layers have a direct effect on the recharge rates, within the aquifer test site of the spray irrigation zone. The gravel layers within the test site provide avenues of greater permeability that have a direct hydraulic connection with the bedrock aquifer. The complexity of glacial deposition, within the WQMP, increases from the southeast to the northwest, which also implies an increase in the sand and gravel to till ratio. An increased sand and gravel content, within the drift, suggests increased permeability and, therefore, recharge potential. If the recharge potential, due to permeability, increases from southeast to northwest and the recharge 53 potential, due to drift-bedrock aquifer head difference and drift saturated thickness, increases from south to north across the WQMP site, then the resultant recharge potential must increase from the south-southeast to the north-northwest. Summary and Conclusions The results of the investigation provide hydrogeologic information for the WQMP site in general, and more specific information regarding the hydrogeology of the spray irriga- tion site. The investigation shows that the WQMP is under- lain by about 50-60 feet of glacial drift, which increases in lithologic complexity from the southeast to the north- west. Water table conditions, as well as artesian condi— tions exist within the drift. Shallow groundwater flow, in the upper part of the drift, generally follows surface drainage patterns, while flow in the lower part of the drift is toward a N-NE trending buried bedrock valley which underlies the center of the spray irrigation site. A ground- water divide diverts the groundwater flow into the buried valley, toward the south into Sycamore Creek and north toward the M.S.U. water supply wells. The regional groundwater flow,within the Saginaw For- mation in the vicinity of the WQMP, is in a north-northwest direction. Drawdown due to MSU pumpage, however, has altered the regional flow and has lowered the piezometric surface in both the bedrock and in parts of the drift. Also, the vertical groundwater flow in the drift, and that of the Saginaw Formation is one of widespread recharge with the groundwater pressure gradient decreasing with depth. 54 55 Lithologic log analysis indicates increased sand and gravel content, within the drift, from southeast to the northwest, which implies also a corresponding increase in vertical permeability. In addition, the effect of MSU water supply well drawdown on the drift saturated thickness and the water table - bedrock piezometric surface head dif- ference, increases the recharge potential from the south to the north, toward the production wells. The overall hydraulic effect of the production wells, therefore, causes a general increase in recharge potential from the southeast to the northwest across the WQMP site. The specific conclusions, as drawn from data obtained by aquifer testing at the spray irrigation site are as follows: 1. Gravel units within the glacial drift form a network which is of relatively large areal extent. (Greater than a 1000 foot radius) 2. The average transmissivity for the gravel units is approximately 4000 gpd/ft (50 m3/d m). 3. The vertical permeability for the clay units at the test site is calculated to be 0.12 gpd/ 2 (5.7 x 10-3 cm/sec.). ft 4. The recharge rate calculated from observed spray application volumes is twice the 0.03 gpd/ft2 calculated from the vertical permea- bility obtained for the clay units by aquifer testing. 56 5. The difference between the observed and calcu- lated recharge rates at the spray site is attributed to infiltration along the gravel units. Localized hydrogeologic features, such as irregular bedrock topography and glacial deposition complexity, make it exceedingly difficult to accept studies which treat soil to bedrock material as a homogeneous, iso- tropic medium. The suitability of the underlying mater- ial can make the difference between wastewater land appli- cation as a viable alternative or a costly mistake and, therefore, deserves much more consideration than in the past. BIBLIOGRAPHY Bibliography Chow, V. T., (ed). 1964. Handbook of Hydrology. New York: McGraw-Hill. Dreimanis, A., and Vagners, U. J. 1969. "Lithological Relation of Till to Bedrock." National Academy Science Publication 1701. Ferris, J. G.; Knowles, D. B; Brown, R. H: and Stollman, R. W. 1962. "Theory of Aquifer Tests." Water Supply Paper 1536-E, United States Geologic Survey. Fletcher, Paul. 1975. "Drift Well Survey." In-house Report, Department of Engineering, Michigan State University. Firouzian, Assadolah. 1963. "Hydrological Studies of the Saginaw Formation in the Lansing, Michigan Area. 1962 MS Thesis, Michigan State University, Dept. of Geology. Flint, Richard Foster. 1971. Glacial and Quaternary Geology. New York: John Wiley and Sons, Inc. Grisak, G. E.; Cherry, T. A.; Vonhot, J. A.; and Bluele, J. P. 1976. Hydrogeologic and Hydrochemical Pr0perties of Fractured Till in the Interior Plains Region - Glacial Till. The Royal Society of Canada Special Publications, No. 12, Edited by Robert F. Legget. Hantush, M. S. 1967. Growth and Decay of Groundwater Mounds in Response to Uniform Percolation." Water Resources Res., Volume 3, No. 1. Institute of Water Research. 1971. "Wastewater Treatment Plant Engineering Report for Water Quality Management Facility." Addendum, Groundwater Surveillance Pro- gram, Michigan State University. Kelly, William A. 1936. "Pennsylvanian System of Michigan. Michigan Geological Survey, Publication 40, Geologi- cal Series 34. 57 Johnson, Thomas L. 1977. Pumping Tests Provide Useful Data. The Johnson Driller's Journal, Johnson Division, Universal Oil Products Company. Leland, David Earl. 1977. “Winter Spray Irrigation with Secondary Municipal Effluent in South Central Mich- igan." Thesis, Michigan State University. Martin, H. M. 1958. "Outline of Geologic History of Ingham County, Michigan. Geological Survey, Michigan Department of Conservation. Mencenberg, Fred. 1963. "Groundwater Geology of the Saginaw Group in the Lansing, Michigan Area." Thesis, Michigan State University. U. S. Department of Commerce. 1976. "Climatological Data, Annual Summary." National Oceanic and Atmos- pheric Administration. Stuart, W. T. 1945. "Progress Report on the Groundwater Resources of the Lansing Area, Michigan." Michigan Department of Conservation, Geological Survey Divi- sion, Progress Report 13. Thornbury, William P. 1965. Regional Geomorphology of the U.S. Department of Geology, Indiana University. Wiley and Sons, Inc. Vanlier, K. E. and Wheeler, M. L. 1968. "Analog Simula- tion of Groundwater Development of the Saginaw Forma- tion, Lansing Metropolitan Area, Michigan." Prepared by U.S.G.S. in cooperation with Tri-County Planning Commission and Michigan Geological Survey. Vanlier, K. E.; Wood, N. W.; and Brunett, J. O. 1973. Water-Supply Development and Management Alternatives for Clinton, Eaton, and Ingham County, Michigan. Water Supply Paper 1969, United States Geologic Survey. Van Til, Ronald. 1977. An Analysis of Hydrologic Simula- tion and Groundwater Withdrawal Patterns in Eastern Lansing, Michigan. Thesis, Michigan State University. Walton, W. C. 1970. Ground Resource Evaluation. New York: McGraw Hill Book Company. Walton, W. C. 1962. "Selected Analytical Methods for Well and Aquifer Evaluation." Illinois State Water Survey Bulletin 49. 58 Wheeler, M. L. 1967. "Electric Analog Mode Study of the Hydrology of the Saginaw Formation in the Lansing, Michigan Area." M.S. Thesis, Michigan State University. Zobeck, Ted. 1976. The Characterization and Interpreta- tion of a Complex Soil Landscape in South Central Michigan." M.S. Thesis, Michigan State University. 59 APPENDIX A GIOUJGICAL SURVIV SAWL! ‘00. :j WATER WELL RECORD UJIDDUIDDJUE MICHIGAN DEPARIMENY f Sl'euI .\‘mt‘xh E. Cuy 0' Wu” Lac Much To- an; vulh "x"" In 5’0: I“. u In low Suflc I! M In. I! m-uu'u'r.) U H ' r...” I 11“” {v.1 (7311-17: ' . AC7 29‘ 'A IUD'I U I LOCAIION OI WELL I "US! I( HtALm 5 QRZIZ --~ ‘ ii: am my ’.u u: h." huh I'... 1.. u ‘,..n.2.nn l..-..~- 3.- .. -- lhn-Iu- Nu'.’ -' In ham Lnnslnrr . . I "s" '3 . ? .. Mi -. __.__J __,_-,. _, ,,,,, ___L__ :4, - I 1.1 J Dnalanru And DULI'DOI‘ In. v- at (1 'cnvrvsr'rtuvnl. ' .1 U-u'ul .. , N ‘ '—] 5t??? .f 3:1? (.vtqoerah‘ 1". 1“: I-‘ichlgan State University A“ - - . -0--. 3 . 4 (II N h. bc‘cw land surface .r I 1 "I . _') ’2 .. 'V l I 11 __ I A .' -____.____--._--_._1 p. _-% _. —:— —-:— —( D. w. "l 5 m LMIH: hm! {J PI-Im; D [Io-w I C] [‘1 .. I I I __w 1_ -_:..3.:'3;'1:'L_ U '__...‘_‘"‘. “‘05.... - I- - .1- - 'I‘ — —:-- J T 6 [15? [JUDH‘I'SP LJ Fut.l.c Suppl. L] Inthfidly 1 I l ' Din-umunr. [] Lu Cond-I- .\quq C] (Launch. I» i- n- .— — - —— -— -I M4 ‘1 T : ' B1.;svw(.-'I ’D~_ _pY:1 t??‘_; :... L l l —L 7812:1340 1hll'JOQCE Wo- (9001:] W" '0'" A‘V‘V” u""‘* L——l “ISLE h . E-u-LI- r ___________H. VNIC‘NCSS DEPTH ‘0 '4 .1 f‘ D '1 \y. In 11“,; ‘fl 2 FOHMAIION or 30110»: or —'"' '° ""H' "n i ' '9 “""‘“ " ' s'rnnuu stanuu ____ m. m _ 11.0-th 10”“: Shoe? Yes: E-!N\I {— 8 scnzm' ., _ I Brown Clay 10 10 m... Shim-3'3: 0...: __- "" Sum/OX1. ___l_C__._ teen": __l'_ sand ln 20 Sci beIwoen ___l-_7_ It. and __ 21 H. Fun-nos: Sand 1 21 Standard Ssunc wnm LEVEL no water IO PUMPING LEVEL nelow land surlace (I. aim: __hvs. nunomg __ H. altcv hm. punotl‘u u.p.rn. 11 WATER QLIAI ”V In Pans 3e: Mpllnon; IIon (Fe! Chlondes ICU Hardness __ 015m 12 WEIL A140 COMPLETION. D m “3,0,“ m D Fumes Anatole! 8.112" Ahnve Gvade ‘3 wen Gmmed?®hs D ‘10 U E Neal Cunt-m D Remand. Demh: Mom 0 “.10 ’7 h. 1'3 Newest Smut: oi Doss-bl. contamnanon In! Duefihon Well duSmOocIed upon con-Hence: Dun D No Tvoe 15 mm: E] Not Installed Manuflaclum‘s Name Mow Nome. HP __ Vans G.P.M. _— tang": o! Woo Pipe h. canarny Type. D Submezsnble D Jo: [j Rocmrocaun; HUD! A 1'0 ’Itl' I' QIIOID 16 nonwks. elevation. source of data. etc. 75“? / 17 WATER WELL CONTRACTOR'S CERYIFICAIION: hm we" was anned node: my lunsou Mon and "us venom c!- In»- I no has: 0' our and,‘ behu'. from 15151110 Co. ,_ Tnc . 26 ItGIsfffilD ausmus nut ‘— —;EG—ISIHIT.TG~ uc. AGC'GSS 7.91 r‘ N I .0. — ~52._ ‘ 0".“ v 1 ~44? :11 ex- ,13-9-72 if YNQfiT [LC 5(9.‘ SIHY III'I IMPORTANT: File with decij WELL OWNER COPY — -—~ — .--~-, fl — ’- --—- ~~ - . . . . I. “L:':J [Hum I 1 1 1mm] WAIER WELL RECORD AIICHIGANOIBLPARIMENI AL! 2% n. lulu. "I ml It. MLAUH ‘- LOCAIIQN or mu 1 ., > " uulllv - ' - ‘: E. «IAINII-I. ‘. "‘r ill.“ ll ‘ I... - ~ I. . . I it. .w. . 0' .n . . !H .II”.' ~.,n. . WW I "Lfii‘ffl‘fii - V - L. .1 -- .. - : r u. 3 P l lusty-Ir: And DurclIun II Ion _R0“ III "3ch “.0 I lmn ,"-, - tater avai'cv raro~n~:u: ”soilit? . ‘ - v. . a . . I fiichigan State University .I Sum-t I ' 1m \~& 5 Cttv a! Va II 1m .ItIuI- o ' ‘° " *"'I"Y"T"'517-7~"'me sm I.” ' """""" 4 In an... . ..I:.'. ' ,_;..:.T:.. .37.: "m"? T 1 I . ‘1 l\ I A ' ' ' D u “1 ~- 'h---_:'3:.3-“__ J I | 0 ° " I? —~:—— ”-— "‘- - I: ' ' r- — r— p— .—-'_. —'——1 “bjiohl I “I Ill. LlLvltvttl LJL | I I - ”[7] >4 I luv; Mn} :3. . I . r1 D “MI-II . ‘__-__ . -- _ .._-.___ _- -- .....-.. .. . ..-__.. -— ‘ ’- ~ 4"- _ '1 '- ‘1- - 4 7 \ L‘ -’5’~ DU- I‘NI!_.\II LJ Pa. IlIr Suoul/ : IllOu~tl - I I | [j lltt‘IJIUIII D An L‘I- uItmmnu LJ Cantu-u. h— -— - — —— —-l :U'. _ 1 T : _D_1.I5I_wt_u LT! . Ohithrih’. I-—— _.._‘ _:-;.—."J;.- — =_*__'~ “"WI 1 J I l 7 "s'wfii‘lr‘: 1' IILVJ- 1) L3 ert‘g ‘I‘ _ 1 N" In!!! “burr RIM-In ; Um" . o-—- ! HILI ———-—~ Sunta- I- N. l r 'HICiths nun» to 4 C . w, m u, q, 2 FORMATION 0‘ .0170” or __ m. to _3_1I. DI pm I nu mu m . '— s‘lnnuu sung» In, to - It. fwmlo inuw Sucr? vesl am» I 85CRHN‘, R e , I Brown Sand ‘1 °1' hm.$t81L]€$S a”; 4" _ “ slm IX}; __l_‘?__.._._. venom 3 ' A '2 Sat between ‘- ~- H. and _31_lt. ‘Ittlngs: Standard 9 .\TZITC mum LEVEL no V‘tte 1‘ lt. hnlow laud MIMIC. 36.: Put/WING LEVEL below land swine. It. “In Me. amino moan. It. eltov __ Ms. ammo __________ moms. ll mum QUALITY In Pans Pm M-lhon: hon «Fol Chlondut ICll Hardness __—._..0"’“" 12 MIL HEAD cowummz [j to Amend! m D Puless Adautoc E l2" Atmvo Gnu. '13 Well GIoulod'Igva D No B Neat Ccflenl [j lsemomte D L 0.. am: [pm (5' It. to 2’ It. 1' m vest Louvce at box: No contammalco' loot __ Omoctaon Two. Wei! dusmlocted upon comolotoon DVOI D No ‘5 "MP: Not Installed maul-Luna's Nome Model Noun! HP Volts llnotn oI Dtoo No. It. cooacltv__._G.P.M. “me. D Submvsublo D Jot D floclococatmg ° 03‘ A 2.9 IIII' I' Iltolo 16 Remus. elevation. source of data. etc. 8. 70 $ 17 WATER W LL CONTRACTOR'S CER‘IIFICATION; Tm: well n s dulled undev my wusdlctlnn and this moon Is tum: lathe be H I "v umwlcdon: and Del el. v n l 1.0%.?! 01111117“, \ "O. ’ June. (F. nmstrfil: Oasmts: taut IIG'SYIHIOI M). Adams. 721 5 figs- 50 .OWC 5mm. _If:VZQz% Wycac.om,1o-9- ‘ '-cs up ntpat stutnr.‘ I C l3 {3 MC! MD“ INIV. 12-681 FMPORTANT: File win. an?! WELL O‘I'NER copy —-_. \_ ‘1 egg,- .———.‘-‘ _.-. OMOGEAL SUN“ 8AM! No. WAYER WELL RECORD [BEECH l I l ImUIJ MICHIGAN DEPARYMENY F Brown Sand & Gravel 38 . AC! 294 PA I9 0 I LOCAUON or WELL 1 PUBUC ”5A0“ County Townamp Mama Hal new It»: nun Numbm law!“ human Nanou was' Ingham Meridian ‘ I; I. -. A 31 J h N4, 1 (w. DIslence And DIIIIqun llom load Inlouechons 3 owntu ()l Mu ' Michigan State University Water Quality Eanagement Facility Addlcss Sneel eddIess 5 CIly 0! WI ll LoceIIon L°< 0" “"2"”, m "K‘T‘V‘ 50'0"" Skelch Map: 4 WELl DEPYH non-howled; 0.1": (.l leelIon ‘r l I I I D W #3 ’43 "- 9'13-73 !- —-% — —:- —:— —J . . 5 Cable 100! C Rolaav D Dnven D 009 l | l J D Hollow Iod C Jellco. C] Baler! U ' [* 1“?“ ‘1‘ " T 6 U511 DDomcsIIc D PuhlIc Supply D lndusuv I l | ‘_ Dunoanon E An CondIlIonIng D Comvcne' ”'1-‘1" ’-:—-4 h." UIeSIWeH E M0111 toring 1 J 1 _L 7 g‘S'NC-i lmeededE WeldedD Imugm: Above/Below -L.-— l suit -—-—-o mm. ISW'KC 9|- T C (SS OEPY 10 2 FDRMAUON M Jr“ aonoz- or ’4 m’ '° _h‘_0_n, 0”“ ' ”mom 41“th stnnuu steam»: In. to II. Doom lOllVC Shoe? Vesfl No 8 scum: Top 3011 2 2 Mm Stainless 0..., ll" Slol/GgD—___ 10 Lenglh 3 ' no 501 belween Tr ll. end H39! Gray Sand Gravel ’43 meos: Standard Ssnmc wuss LEVEL no watere 31‘ng ll. below lend smlece weh l0 PUMPING Lil/EL below lend smlece ll. elIeI Ms. panama _ __ __ 0.94“. H. the! __ his. carom. _________ 0.9.0“. 11 mum QUALITY In Pens n: “anon; "on lFel Chlondes lCll Hardness ___,___,____._OIlIeI 12 “LL HEAD COMPLEHON: D '0 ADWW“ 'I' DPIIIess Ademev 812" Above Gvede ‘3 Well GIouled7 Yes D No 8 Noel Comm Daemonlle D Depth: g n. so 3 I ll. 14 Newest Saree ol oossIble cooled-uneven lee! __ Direcllon 1m Well duslnlecled won cormlelo‘on DYes DNO 15 PUMP; Nat Installed mulectuev’s Heme Model Hume! _________ HP __ Voile Length 0' 0'00 Pub... fl. 6090:!" 6).”. type: D Soon-Isiah D JeI D lleclpmcelin. ”I A no slut? u IIIIIO 16 Remarks. elevation. source of dele. etc. ("<3 -‘/ M loo“ (new. 11.80) 17 WATER WELL CONTRACIOR'S CERTIFICAYION: "us well was dulled under my IuIlsdIclIon end "we noon ll tune l Ihe best ol my knowledge end bellel. 26 rown Drill ling Co., Inc. II‘ISYIRED 305m!” NAME II‘ISYIAYIOI IO. Addmss 7215 we j’jg HOWOIL Stoned 1' l on 10-9.73 Au nosI oifi‘euuu In I Immmr: File willl deed. I WELL OWNER cow I I --“JV GEOiOGICAL SUM!!! SAM! W. C: . ‘w-- .. . O \\ \ MICHIGAN DEPARTMENT mmnmjjm‘fljj WATER WELL RECORD - ACT 294 n I265 l LOCA'IION or mu. 1 PUBLIC HEALTH (.0qu lawn-Imp Name heLlIon Sou-on Numllm Iuwn Numlwl keno-.- Nmb‘u . I _ Ingham ' Meridian v. I. I. l 31 Ll; Mi 1 {'w. ’ VET-1...” And Oueclmn "on Road lnleIsuclIons 3 ("Hull Ol will Michiqan State University Water Quality Management Facility ’ Addvess D. II . #14 Snow eddIess s Guy 09 Well Locellon , loc‘". *‘Ih-n‘“ "‘ “'“W” 5‘3")" Skelch May; 4 WELL DIPYH. Icomolmcdl Dale 0! Convlnllon T 1 T I | I ’II], ll. 9'13‘73 .._E _ —:_ ..:_ .—l 5 a Cable lool D Rolely D DIIven D 0.; | | I D Hollow rod g—Jelled D Boved D I " - '1’— f "' "i’ ’ '1 T 5 U5‘1D0mslIc D PublIc Supply D lndusuy I | I Dltnoallon D All Condlllomng D Commel p—fl——T-—-l——d.ulu 1 | ' . l I 08' w." 4 L 1 _L 7gA.SING: TnIeededB WeldedD 'Hilohl: Above/Below I "I. ‘r—l m‘u ——-e-I Surlece_____ll. 2 FORMATION "Kym $1233: L“ '° la“. 0”“ I""°"' —11-'°""" I stenuu snmm m. lo n. Deolh lollv. Shoe? Veslluo I I 8 scum: Brown Clay 16 16 Type: Stainless 0...: a" ~ SIM/(3n _— Length 3‘ Gray Clay 5 21 Sol belueen_3_8_fl. end __§1_ll. ‘ meos: ' ‘ grown Sand 16 37 Standard 9 sunc mum LEVEL NO water Brown-Black Sand I40 N. below lend surlece ‘ Grez Clay Ill 10 PUMPING LEVEL below lend eulece ll. sun In. ammo mean. ll. elleI _ Ms. ammo moan. II WATER QUALITY In Peru P01 Mllllon: Chlorides lCll lvon (Fe) Herdness Olhet 12 WELL HEAD cowunou: D m Mo,“ m D Pilless Ademec g 12" Above GIede ‘3 mu GIOU‘CU7E In D No C] E Neel Cemenl 0 Someone , Oemn: ham 0 It. to RI 9!. ‘4 Neelesl Sauce ol ooss'Ible consenuneuon lee! OlreclIon Two Well dIsinlecIed won cmlelion DYee D No '5 ”0"” Nu Ines-"ed Henuleclurei'e Nome H? Volts GIJII. Model umber Lenofll ol Dvoo PIpe fl. ceoeclly Tm: D Submerslble Elm D Ieclotocelln. I!" I 'II OIII' l' ICKOID 16 Remarks. elevellon. mce of date. etc. 0 8'73. ‘5” 17 WATER 1m IMV. I Z-fll "us well sues dulled and" my IuIIsdIclIon end "we noon ls moo l M besl ol v e e end and. °Brown Br! l'li‘ng éo. . etsIsuuo Insults: new! Address 7215 Il- M-59 5....“ M41633 0... 19-9-73 III II menses II HI WELL CONTRACTOR'S CERTIFICATION: 26 IICI STIAT l0! IO. Howell Inc. [ IMPORTANT: File willl deed. ] WELL OWNER COPY ‘ -‘ I I I .fi... . ;'\\ .L. -"" C H“ . e “““'°“’”""”““"‘ {:1 mmDEEEECDIID WATER WELL RECORD MICHIGAN oeranmcm AC! 2:“ In 196:. ‘ V I LOCATION OF WELL . \. PUBlIC HEALTH Lounly Iuwnsluo Nev-e NA- not» Is" 1- m 1.uIIuI--- luv. T‘Ill'ein'l Hang-I wry-II Ingham Delhi . I. I. I. f 1 3 In. 2 t w. Dlsleuce And DIIeclIon lIonI Roed Inlwsuclsons Michigan State Uni versi ty {meet some“ a. CIlv 0! Well LocalIon .1 (much m I‘I'IIL. Water Quality Addie-52. a—"T' ..... ‘-',a nagement Facil i ty Lol all: «an In suclmn below Sketch M_.‘|: 4 WEI-L 01P1H- u unwed-E - D.:|.I;.Ill.-C'n-noII.-II(III I I . 39 n. 9-19-73 .. .. a} —- -:— _:— ~I D. '3" o #5 5 33 Cable lenl D Role-y ID Duven D Dug | | I D Hollow Ind D Jello-d '3 Como D ' " ' '1‘" 1' " ‘:" ' “ T 6 USP Dvomesuc [J Publlc Supply D Induslly I | | DlIIIgeIIoII E] An Condmonmg D Conner“) ”1“T“:“‘ “‘" Emma. [99 Noni torinc ] 1 l _L 7gASING: Thgggaqdm WeldedD [Me-9M: Atmve’ldlow ve—--l wit —¢J um. SuIlece ll. 2 romanou $51,233. ‘I .. 19... 0.... ,w....._11....,... snnuu stun»: In. lo ll. Deoln IDHVO Snoe’ has E N" « 8 scum: Top 8011 3 3 Im- Stainl'egs 0...: ll" SIoI 'GIII: __6_l_(‘____ Length _3 I Brown Clay 17 20 Set beluen_3_6_ft. end in. Fllllnos: Gray Clay 26' Standard Clay with Gravel 9 sunc wens LEVEL no Water 11. below lend smlece 31 Gravely Sand some Clay 10 PUMPING LEVEL below lend sulece ll. she: 36 Ins. owing Gravely Sand ummm It. one! __ 39 I‘D-l“. Ms. amino _— OJJIL II WATER QUALITY In Pens PeI MIllIon: "on lFel Chlofldes (C11 Hecdness Olnev 12 wsu. HEAD comsnum D m ”9...“ m D PIIIess Adam-I E 12" Above GIede ‘3 We” Gromed?EVes D No B Neel Cement U Bemonile D Deulll: From "Jo 2 It. ‘30 NeeIesl Source ol possible consemneuon 1W Ilsv. 12-“1 LIMPORTANT: File with deed. leel OIreclIon Tm Well dIsInlecled won comolellon DYss D no '5 '0“? E No! Inelelled moulecwrev's Meme Model New” HP_Vells Length ol 0109 has 11. ceeeclly 6).“. Type: D Subs-ecsIele D .10! D leclmoceung , loss a tee sun It ecsese IO M“. elevation. source OI data. etc. I7 WATER WELL CONTRACTOR S CERTIFICATION: , {26- 3 True well was dulled undev my lmlsdlcllon end Ill-s Ieoen ls «no the heel 0 VII Iedos end belIoI. Brown ril‘Ti Co. , Inc. 26 nelsnlto susmtss nut eulsunlou no. Adoless 72]- 5 .w ° ”'59 HOWOII 10-9-‘73 WELL OWNER COPY ,4 \ . \ ._ ....‘.. [-0. ~_—-’”.- I 0 0 . I I -- I" n‘ - - ‘ ‘ " .e ' . \ . h 5 A - .. .—-— -' . “°‘°°"“‘°""”"'“ "" C: UJEDDDIDEDIID " . WAlER WELL RECORD MICHIGAN DEPARYMENT ;. ‘ . AC! 294 n 1905 p , l LOCA‘llON or WELL I ‘ PUBUC HEALTH i Conan lownomp Nam.- Han-on 3h nun NunllK-l luv". tun-um Rmoo Nunoev ' _ Ingham . Alaiedon ‘ y. ., u 5 3 wt. 1 UN. balance And Duoclaon "on load lnlovsocuons 3 own“: Ol wk“ niohigan Sta to University Kite: Quali ty Management Facilitf slveot eddveu & Clly ol Wall Location UK". *fi'in "‘ "(“9" 5"” Sketch mo: 4 WELL DLPTH: lcm-ololcd) Dela ol Cogvlcllon l l I “0 n. 9-1 3-73 I. - .g .. .:.. —:_ —1 De We #63 5 2.! Cool. too! D Iolary D Duyon D Dug ' | l ‘ D Hollow lod D Jollod . C] Bomd D u " " '4" 1' " '1"‘I D 0W0#6' Abandon 5 USE: DDomesuc D Publlc Supply 0 lnduslry I | - |-_ I‘“ Dlvnoallon D All Condlloonlno D CMIClll ”'1 T j l ' 111... w... filloni toring l 1 l i 78:32:61 'lmeededg WolaooD I ”mam: Above/Below I --o-—-— l mu ———— ISuflece ll. 2 FORMATION Illlcoi'ltss 32:23:20! Jim to __3.9l. Booth I Wench: _lllbs.ln. snnuu nun»: m. Io ll. Oeoln [O'IVI Shoo? Ves g No I I 8 scum: Brown Clay 3. Gravel 10 10 1,... Stainle'ss 0...; ll" Slot/G“ L Length .3 . Brown Clax a; Gravel 10 20 5.. “m... 32 n, .n. lg) n, ‘ Flflingl: . Clay 17 37 Standard , 9 sumc wann LEVEL no water ' any Grave]. 3 no it. below lend owloce ': lo PUMPING LEVEL below lend endece 1 h. Illfl__hf8. amino moan. ll. ellel___ lwa. 9mm. _____ moan. ll WATER OUALlTv in Penn rev Mllllon: non (Fe) CMondu lCll » Hevdneos ____Olhev ; 12 WELL new COMPLEHON: D m ”9mm, m : . _ Dhlleu Adeolec a 12" Above Grade 3.‘ ' ’ ‘3 Well GromedPEVea Duo Neel Comm! D Ienlonlle D __ Deolh: Flol'n 0 ll. to 2’ ll. 14 ueetesl Source ol oooelble contemlnellon lee! Divoctlon Two Well diemlecled noon cmletion DY” Due ‘5 mp; B Nol installed 4 Menmecluet'o Nome .. Modal Nunbev HP___Volu ' Length ol Ovoo hoe n. ceoecuy 6.9.“. i I’m: D Submacuble I . D .M U lociwocollno I ! - not a no and" w «(on I 18 Hawks. elevation. sauce of deal. .16. 8- 6 3 y - 17 WATER WELL CONTRACTOR'S CERTIFICATION: - g l ' This mll was dulled and" m lulisdlchon and "us noon ll "u. 0 lo lhe hoe! ol my knowlodoo end belael. 9 Co.. Inc. % usinuto Iusmlss um: . ususnanou no. ' «a... 721 5 Howell Signed We" 19-9-73 an wow (low. was» rmroum‘r: ru. wilt a..¢ WELL OWNER COPY _-——_-..., e .. ' V‘\ . “W“ W“ "°' C 7:] LT] [DC] I] I I] ['1] [II] WATER WELL RECORD MlCHlGAN DEPARTMENT n'-L T 7'1! PA 196‘) 6 l LOCATION OF WELL I ' PUBL'L HEALTH I Cow-1y 7 l'luv.ll'.ln'.l Narn- l‘ 'J lm'l . lmr, huml-m :uvsl- 3mm". w mmgo- r...~r¢ - ' . Ingham I, Alaiedon _-- i a- ~. g F 3 '1‘ 1 1., UIIIIIKO And Duncllon Mum floodlnlcl1.(-cllon:. '3 07.74“. (ll a: l ' Michigan State University inter Quality Ranagement Facility \ddro-f s Slrcel add-ens I. Clly 01 W. ll Local-on Locum m";"Tr7n'sw'lé573mv37 SluelL'h—Mao: —‘ Tam EPW717137.hfiimifiu m Cl-nolvlmn T l l I l l ’43 'l __”__,?;1._1-73 ,_ _ _.l ._ _.:_. ...:._ __..4 De w e #7 5 R} thlu lur-l [j holmy [:1 Duvo-n C] I -3 . | l [j Hullcm HM D Jolll'd [j Bun-d U u b 7' 717-'1t- —:_ 7 7 T 6 US.- D Domeslu' D Pulllu‘ Supply D Ind-mu. l I | D Ivugahon D All Condu-nmng D Con-"mun - - -— - a- I— N e O * 1 I j l ’ ' [1... w... a 1.9331 torinz w“ l I i - 76‘9””; ‘Imcmeafj WeldodD 1 Helghlt Abl'lvl'i'l'lvlvw n . luosu -——--l . m 'Smlace ll. 2 FORMATION TNICOI:($5 £3,121.73: __l_-Lm. lo ”It. Oenlh |Wenohl ll lbs/fl. ” sunuu stanuu __-.n. lo ll. Damn [Ollve Shoo? Vosmuo . 8 SCREEN: Top Soil 3 “wufitainless Dug h" Slot/Gm ___'LD___ Lenolh 3' 19 Sat belween “Q h. and __§3_ll. 25. ""'"°‘= Standard 9 r T AT 5 A IC W ER LEVEL no Water 30 ll. bolovv land surlace IO PUMPING LEVEL below land Sorlaco Brown Clay 1 Rod Sand Bod Sand Bed Sand 3 5 ll. allor hrs. oumolng 9.9m. llO Bod Sand Bod Sand __ ll. allev____ hrs. ammo .. , o.o.rn. 11 WATER QUALITY m Pans Pew Mllllon: UMU‘MO‘QU “'3 Iron lfel Chlorades lCll Hardness ______0"‘¢' D Pulless Adaolor 812” Above Grade ‘3 Well GluulOde YO! D No 8 Neal Corneal D Benlomle [3 Doom: horn ll. lo 2/ ll. 1‘ Neolesl Source ol posssble coolsmlnallon loo! Ouecllon Tyne Well dlslnlocmd won cornolellon DVes DNo ‘5 PUMP; a No! mslsllcd mnMecmrer's Heme Model Harbor Lengln ol Dloo Ploo Typo: L] Suomorslblo D J“ U Iocmrocolmg HP Volls GOP-“I h. caoocny _ VII I 2.0 IHIIY l' ICIOCD 16 Remarks. elevation. source 0‘ data. etc. 17 WATER WELL CONTRACTOR‘S CERTIFICATION: €707. F "us well was dulled under my wusdocllon and Inn moon ls lmo lo the besl 01 my knowledge and bolwl. . . BLQ‘IUJILLLIM 2.6 REGISTERED BUSlNISS IAH‘ It‘lSTIATlOI Address 2&5 ‘we “'59 Howell Sloned LAO-flyz' {EMF/OIL. 10-9-73 V “7170an ntvacsuunv, “7d 1“)“ law. l2‘63l l IMPORTANT: r-n. will: deed. WELL OWNER COPY L. _’ _.-- ILA— n— - GEOLOGICAL SURVEV SAUL! No. WATER WELL RECORD . ‘\ mmdmm‘m MICHlGAN [FDEPARTMENT ' ACT 294 PA 190‘) 1 women 0! WELL I . PUBLIC HEALTH COME-:7 . 10*!“th N m- lraclun '14 l- u. humbm lurnr N rpm-u lumen hu‘ - ' Ingham Alaiedon a ~. u . 6 3 «rt 1 (a. Ursleoce And Drreclrun lea"! Road lnlerscclruns Snorer address p. Crly nl Well Localron Michigan State University 3 (Hi-4L“ (w m .1, - . "R" an 3.1-(Iran Below l l I l l l 'p-J——.L——L—‘ ' . . 1T b--‘-—T-—'-e—1.“l. 3::L SLr-lcn Mm- D. W. #8 water Quality Management Facility DTL-sl Vrcll a Mnltojcmq a'edlllrr-s rfill’xfr’rfirh‘....Jr;-?.-..Z"E.E7TCZTEG.;; 7 , '3 J? n. 9-11—72 5 Qt] Cable I...» D Rolary C] Dlrvrn L7} : ; D Hollow r m. D Jellud D BorrrLl T: 6 U5? DUwr-esuc D Puhlrc Supply D lndusn. Dlrrroplron D All (Sondrlronrng D Conmm r. .- 7SASINL3. Tnyeadgd. y.'.l¢.¢D [Heslght Army-v new» ram. -Lo—— l ur‘u Surlecw ll. 2 FORMATION "Kym $53215: ll '“- ‘° -3-9" °”"‘ |‘”“'°'“ 11""""' .. svenuu stanuu _____rn. lo __ ll. Depln [Drrve Show? Yes. no __ 8 SCREEN: Brown 8 8 Type: Stai 633— Dre.: h" Slal/Gx‘ Lenoln 3 ' Brown Band 12 20 Sel beuveen 3 h. end in. FlfllnoS: Brown Sand h 2#‘ Standard 9 s‘rnrc wane LEVEL no water 81831: & Brown 8.316. 12 36 ll. below lend surlece 2% lo PUMPING LEVEL below lend surlece Grey Sand e Gravel Grey Clay I 38; ll. eller __ nrs. amino p.p.rn. 39 ll. eller_ nrs. pmrno __ o.o.rn. ll wam ouautv m Perle rev Mllllon: non lFel cnlorrdes lCll Hardness ____0Iher 12 WELL HEAD COMPLETION: D m Inflow“, m D Palless Adapter 8 12” Above Grade ‘3 Well Gromed’ E ves D No Neel Cement Dlenlpnrle C] Deoln: From g n. lo ‘2’ ll. ‘4 Nearest Lwrce pl possible contemrnelron lee! __ Drreclron T\3. Well drsrnlecred upon cornolelron Dyes D No 15 run»: a Not lnslelled Manufacturer's Nerne Model Nutter _______ HP ___Volls Lenpllr ol Drop Ploe h. ceoecrly 6.9.0. Type; D Submerslole C] JCT D Ieclprocelmg . nee a tee sure" :1 hereto Te Remerlu. elevation. sou'ce ol dale. etc. Er87zsf’ “Id Tm“ llev. ll-fll 17 WATER WELL CONTRACTOR'S CERTIFICATION: "us well was orrlled under my wrrsdrclron end "we report rs lme lo lhe Deal 0' my knowledge and belrel. Brown Drilling Co.. Inc. Zé. REGISTERED eusrelss nut ltduteenoe llo. Address 721 5 "0 n"59 Howe] 1 $0de AU;NOEU§D “5512:1th 6". 10-9-23 IMPORTANT: Flle wile deed. I WELL OWNER COPY 1' y.:__..._..... _ .-..'.‘..._L a A ‘ __ __p -_ ..... :.7 . _ _ . .\‘ .-. . --.._...- .--. GEOLOGICAL SUWLY SAW’LL No. . - C: DJCDDUIDD] [1:] , WATER WELL RECORD MICHIGAN DEPARIMENI 0 AC1 294 PA I365 OI» I LOCALIQN 9F WELL I PUBLIC HEALTH E—U—UT‘i-y- T1II*"\.IIU fedw ‘bl-II I" 'I [it I '1 "null"! "rill I‘ll'IrLM'I Ihdngr' ~..": ' L. Ingham J Alaiedon J -.. '. -. ' 6 '3 r. sr. : 1 r 'I.. . Dislee And Dru-churn Irnrr “and In‘9‘US'fl'IIUVIS -- 'J (”31“; \N A, t . I water “ualit Hanenement Facility Michigan State University . “ y Street address I. Clly nl Wi-ll Io. Minn Locale WI’III; X "I ELIIEII ‘br-Iuw shell": ~‘-II'-- z W} LTI:"I~D;"_-ll-I‘:"‘VD-‘;;‘Ql‘(“.l‘ --[;.T,. “1 ('n.',;_[¢“0n I I I I l , 37 ll. 9'1-1-73 '- - '£ - ':‘ '—:" "‘ D. w. ‘y9 5 m L “Ht-100' [3 "Mary B Drum" D L ,3 l l | [j Hunw. me: D Jo-llml D Barr-d D ~ h - 1--.: - —:— - _ .T 6 “St; DOone-xlit D PUHIIC SUDDH' E] Illduulrr I | | Dlrrrualnch D Arr Conduit-ulna D Confirm"...- b-1--T ~ -:--‘ 'uh DleSI Wm: B Noni tori” I l l _l i 78‘5'.‘C- “Heath-HIE WeldedD :H'flo'fl. Above/Brice mm. I ur'u lSurIacr- Il. rmcuucss own: to ,. 2 FORMATION 0' BOHOM 0' LI". lo .31". Death lWeluhl 4L lbs. ll. .— snnuu svenuu m. to It. 01'0” 10"" Shm" "‘EN" ._ 8 SCREEN: NW 1b 1a 1.... Stainleés 0.... u" Slol’Ga‘x __—.]_~O___ Lenoth J . Grey Clay 12 26 Sol between 22 It. end 26 It. Bram 8 10 36 . fillings: Standard 9 sumc warm LEVEL Gray Clay 1 37 It. heme: land surlece l0 PuWING LEVEL below land surlece no water ll. alter hr s. ammo 9.9.111. It. aller hrs. pinning p.p.m. 11 WAIER QUALITY in Parts Per Million: Iron lFel Chlondes ICll Hardness . __. Olher 12 WELL HEAD COMPLEHON: D In Aoorcwed p“ D Purless Adapter 8 I2" Allow Grade 13 Well Grouted’ 8‘!” D No Neel Cement Zfiontonrte [3 Damn; From 0 I]. lo 2, It. ‘4 Nearest Source ol possible contommetoon Ieel Direction 1v: 9 Well disinlected upon cormlerion DY” DNo 15 PUMP: 8 NM rnslslled Menulaclurer's Name Model Nun'ber HP Von: Length ol Drop P-oe It. ceoacity G.P.M. Yvon: [j Suomrsible D Jet D Reciprocating "tree A no seen or eeeose 16 Remarks. elevation. source of data. etc. 5 70 - 17 WATER WELL CONTRACTOR'S CERTIFICATION: , . 5 "us well was drilled under my wrisorctron end this renorl ls Iran.- - to me oesl ol My Inouledue and benel. Brown Drilling Co., Inc. 26 RIGISTLRLO IUSlNLSS IrM-IL ItGISYluIlOlI NO. Address 7?1 5 w“ ”’59 Howell /{/-2% Z-“fljf‘”; 19-9-73 Au‘fealalto REFRESH-TA wt “7‘ 1% (Rev. II‘GBI IMPORTAN‘I: Flle will: deed.] WELL OWNER copy r . - L32- ,. -_ -- ,. _ _. _' ‘ . \ . .- GEOLOGICAL SURVEY SAMPLE No. [:‘——j [1:] D] D [I I l :|[ ] ][] 1 ] Mfr“; fl” 1973 __ WATER WELL RECORD MICHIGAN DEPARTMENT 7 ACT 29¢ PA I965 or. / I LOCATION OF WELL_ [ ' . PUBL'C “EAL” ‘ Colmlv “v Townsmo Nome Fraction Suction Number Town Number Range Number - ‘ _ . ‘ pp Alaiedon V- Is 'a 6 3 W3. 1 e Distance‘And Di'TectIon Irom Road lntersectrons 3 OWNER OF WELL: water uali Hanagement Paoili Hiehigan State University “a... Q t’ O Street address It City oI Well Location Locale mm! In "cum hr” Sketch mo: 4 WELL DEPTH: lcornoletedl Dale ol Correlation I i I __ 36 n. 9-11-73 ......ll._ .:.. .4. .. .. ' De Halo 5 a Cable tool [:1 lolerv DI Driven C Duo :53: . . g». - _ ~ . In W... .. L1 w w - '"' J--':"Tf‘f::- ET. ' , _ ~ 5 USE: Demure B Public Supplv- [J Indus” 5, :3: I l .. ' II-IP' :1 § ' J " “ M Dmioetion . D Air Conditionino D Corrmerclee‘. H: l-—- e. -o -l- “I5"I" \- ' . . "3’... - T T 3.3.} ‘. . : Drum-u manages; 2:335:- L .” .7 " l 3' '- ' ' ' -- ~ ' 7CASING= Threededh mama Imigmzmve/eeloa 5‘15..- 2. : . - — . 'Uiern. . . ‘l " '1": '4'- p——| utl,‘ . lmflx. ".1' -::: f,:':~.‘ . r a PT 10 , 12.31. 23‘ . i L- FOMT‘ION lrlcquss Iotf'l'ot or 4,". ‘9 31¢: 0.9m 1Weraht__11|bllh"‘ ‘. H“ , . .. srllnlm srruruu ._Irl. to ____It. Doorll [Drive Shoe? "salvo [:1 -.~: ‘ _ . A. ascaEEN: O Type: L] Submersible ' US! A 2ND Slit? I' rrstosp Um C] Reciprocating 16 Remarks. elevation. source of data. etc. If \H,‘ hr LIILLnI, :lsM Mo 17 WATER WELL CONTRACTOR'S CERTIFICATION: This well was drilled Linda! my lurlslllclron end "It! rmm I. "In. to the best OI my knowledge and hem». V REGlSYEREO BUSINESS NAME Address ' a,l.u;.;';TED BYr “ ) m" .4' \ '- ~1‘ ‘ "'96" M :$/. 190-" ln'V. I2-6‘II I GEOLOGICAL SURVEY CO PY RCGI STRATIO'I NO. OIL—— Signed _ -\ .1 ,éfi‘AflM 1039:23— IAL: NC .LLoe SEN. ____________.___ 8 “Type: Sta-13219.12... D‘lo: . “I S". L; ,. >~ -' _;.‘ p ' eleven—40......me 3’ 3m 8m . - ,‘ 27 35 ‘Set ”mm-n. erld___3_6__fl. .:_._ .1 Diff. ‘- . . . . 1 35 VFlttrnos. Sta I 1 fl _ _. ~ ' 9 STATIC WATER LEVEL . no water Gray Clay 16 It. below lend surface - Io PUMPING LEVEL below land surIece . It. otter—hrs. pmino o.p.rn. It. otter—hrs. pooping o.p.rn. I I wane QUALITY in Ports Per Million: Iron ml criterion ICII . ‘ Herdnees Other ’ _. . 12 WELL HEAD COMPLETION: D m “mm,“ m D Pltlese Adapter D 12" Above Grede ' ‘3 Well marinara". D No Street Cement Uhntonite D . Depth: From It. to I It. N Neerest Source ol possible eonteminetion leer Direction ’ rm Well dieinlected upon completion BY“ D No ' 15 ml»: 8 Nor installed mnuIecturer's Home Model Number HP__Volts Lenotn nl Drop Pipe It. “Maw—tutu. 0 -—--..~. GEOLOGICAL SUM/Ev SAMPLE No. C: WATER WELL RECORD ACT 79‘ mmbmmm MICHIGAN DEPARTMENT F PA was. 0 PUBL I(‘ Ht ALTH ,._. __ ....... - "— . _. - Di, him,- Ati'l Uiteultnn lirim ROJO' [Alerter-(tions 2".1 chi gan State Unlve rsl ty Slietel micro-es I. City at wi-ll l l. ritron Locaieflcvifli "I" Iii «In lii-r liclizw ~ ,__J ------ 1' De L.———-I “til ———.-I I LOCATION OF WELL I . L—l-ITHT; —- _--“ ll anlt'diip herm- Ingham I Alaiedon W. ~ a--- —. #1 ‘I l 1! Ill 2"! "L'l‘ !,a.1.lrc ill-nu '. O'IU'O . Hung" 39' ll" Slwlt'li Man 1 I. Q. t. I (In ‘ 3 N'! ' 1 ' w. 3 I)...” ()I 7 Water Quality IIaimzement Faclll tzyJ A0”! “H5 Z‘VXTLWSTI: l: i-tiItIlrIl-I-n: — Univ r-l (until-1m" 35 w ‘2'..':}.3!.'.'Z_Z..w b a; Cable; lii- ‘ ['3 “0|.in l: r‘ll\l'n [3 (lug D Holzow “It" L: ,flITi-t‘, C] Hun-i! D -.._ 6 “S“ Dnrmwtir D l—Jlilig Siiunly L3 Indus". Dllllollulh D Ail Chad-Ironing a Lonvm'tflin ‘ , ., . _I V 4 ‘- ___...I:r:; -.~I__ LEI. .9 g+ct=@;;.aefi__=.w_ 7( AS‘NG? lhlcldedE ‘rSI-IdL-JLJ Huiulil; About EFL-w l Dram. '50"1|Ce "- 2 FORMATION TNICINISE STDATUM Ol‘ I D(PTN TO an,“ In !.\ ll. Dl‘lllh ’Weiglil lllbs. 'll. BOTTOM Ol' snnuu in. to It. Dcolh J Drive Snot-7 taxman r1 ._Bzgun_cla1 1h 8§CRLEN; 1“ um.Stain1ess QM 4n Sand Slotfifin 19 Length 3 . 20 Se! liulwecn 2'2 It. and 26 '1. Bed Sand 25 Fillings: Standard 5 9 STATIC wnEn LEVEL no water Gmy Sand 5 30 __ ll. below land surlace IO PuMPlNG LEVEL below land Surlece Gray Sand some Clay 5 35 _________ lt. alter—hrs. penning ___________ o.p.m. Gray Sand some Olly 1 36 lt. alrer_ hrs. ammo __ __ o.p.rn. ll WATER QUALITY in Parts Per Million; lion (Fol Chloride! lCII Herdnes s __ Other 12 WELL HEAD COMPLETION: D m “we,“ 9,. [:1 PitIr-ss Adapter E 12" Above Grade ‘3 weir Grouteergme D No 8 Meet Cement Daemon-to D ll. Depth: From L" tt.to cfi/ N Nearest Source 01 possIble conlammelIon leet Direction Tip. Well disinlected upon commotion DVes D No ‘5 PUMP: a Not installed Msrmlecturer's Nome Model Nurrber HP Volts Length at Drop Pipe ll. capacity 61M. Type: D Submersible D J" D llecm'ocettng us: A no utter w Illa") 16 Remarks. elevation. sauce of data. etc. gt] 5... “Id lOOM (Rev. lZ-GBI [IMPORTANE File with deed. 17 WATER WELL CONTRACTOR'S CERTIFICATION This well was drilled under my wrissrction end this report is true 0 the (val ill m imwlvdoe end beliel. rown Dri 11m: CO.. Inc. 26 RIGISYEILD eusmtss taut ILGISYIAYION No. Me... 7215 Id- l'T-59 Howell. Stoned (E Aafi 1 Date 10’9“)? Amman untsten m WELL OWNER COPY ‘I- Ive-W _---e.-e— G‘OLOGICAL SUM/(V Shunt No. WATER WELL RECORD 1 LOCAYION OF WELL AC? 29‘ PA ‘965 MICHIGAN DEPARTMENY PUBLIC HE AL 1H Himaxmmmm luwn\htp "any Ingham Alaiedog_ .Oneunce And Uttvchufl hum mud tarmac-Luann Michigan State University Conn" Shem eddms. I. Can 0' Well Locetoon -_-____.L--;_ Locate «nth "I" 'In-Iz-clmn Sula;- Sketch “:9. I II I I r l I I I P“!“":--.-‘+ De we ”12 I I | I .0.“ ‘0‘”! '- ,Jv l~- l ."I- * 6 t".*" 'i‘l l" 3N1. 5t mgv Nun. 1 ,J .— - —.—_———c— a .3 Caulk I” c'u. . Add! etc. 4 NHL will" .Iu'lll-‘flrdl H Mr 01 Cunulrltu't water Quality ranaxemcnt Facilit, ,__.. _.__.:C._._'."._. 9...] 2'73 5 F] Lablt "I! [:1 “Lucy U 0“va D Hollow mu LL-Trlh‘d D Em! 6 USL1D Dunn-Stu Dlungnlton LJ Puhln.’ SuDuly D Au CnndIlItmtng D D»; [3 -——; D Indus" \ D Co’tn-nr .Jl ' ' T ’T - T " M ww "9=QL§.Q£LQ£._.===_., .— 1 L L J— 7 SA‘SINO; Thtche '48.de Inmght: Altovn’Bo-lnw -¢-—— | emit -——u‘ mm. | Suvlace “- 2 FORMATION tmcg'utss $52273: h m. to fit. Depth I Wetoht ___lllbe..’ll. 5":qu sunuu In. to It. Depth 10mm Shoo? YOb mm: C 8 scum.- Brown Sand 15 15 W” Stainless On“ a" Slot/6x; —_lo—__ Lenoth 3' Brown sum 20 35 Set between—ll“. and 36 It. F I : W L 15 m m Standard ' ' 9 sunc wusn LEVEL NO water It. below land emlece ft. “to: __ it. Chet __ to PUMPING LEVEL below lend eulece DIN. amino h-s. ammo - -__..__._. O-D-M- "on (Fe) Hardneee H mum QUALITY m Pom Pet Multaon: Chloudu [CH Othev D Pnless Adeoteo 12 WELL HEAD cowunou: D In Anyone m E 12" Above Gvede ‘3 Well ammonia“: Depth: From 6’ 8' Neat Cement D Ientomte [juo C] H. to 0‘ ". lee! N Newest Scene at ooeerte contemanetuon Duectuon Well dIemlecteo uooo conoletIon flVee DNO TI-oe 1 5 PL)”: WMICIUIOI'I Heme ‘ Model Nutrbev Length at Dtoo hoe DJGI . vet A the enlt' I' ultbte Not Intellect HP Volte 60"“. h. cemnty Iv”: U Submnmle D leciwocetmg 16 Rent-Ike. elevation. eoutce at data. etc. 3 K 3 I Add! 08‘ 1 00» (Rev. ‘2-Gll [IMPORTAN'R File with deed. 5mm! M1 Autn RI! 7215 w. M-59 17 WATER WELL CONIRACTOR’S CERTIFICAIION: "us well wee dulled once: my Iunsdtctton end "to! moon I! lme to the beet 00 my llnowlcaco eIIo belIe'. Brown Drillingigo.LLInci._ RIQISYI'ED IUSONESS “I“! “(‘ISYIRIIOI N0. Howell . 74M" 10-9-73 (0 IIJQC SI Ilelvf] WELL OWN ER COPY 26 .-.. GIOLOGICAL Sunvu SAUPII No. [:3 WATER WELL RECORD mmmflmfij] MICHIGAN DEPARIMENY Brown Sand 5 20 ALI? PA 136* I ”LOCAL-RON of. WELL < L \ "U81 IC HEALIH _ Couflly - ;:')'l'l\'l." N I!”n' IIIII t...I. ' - II. I I . I 1 II In" that-go- Nww W e . , I Ingham_ ._ ]_ ” Alaiedon.w H- 1- u I.: ' I 3 I;[,J 1 ix. Ctstem 0 And DIIo-I hm hm- It. Inc Im- In .."I() Is _____ 3 U. ..'.l I- III .. 1 'P. C‘ll'= " V. .0' C t“ Hichigan State University E fer lit a“? ement Fa 111 ' Sl'rIII dddto'sn D C III] 0' VII II logahun . ' ”Tm’fiFRTITZ’T'W‘C-ZCIIWI ..._. ' 5:37.15... " ““"M ' 3“... {1 731-1.." . -pII ._3{‘.'._ ., ' I .I" T? { .I..L..'ITZ‘II-‘W"’—-‘ I I I .. . 32" . 0-12 ~73 ' ' ' J D u #13 m----3' -~ ~-~—~—-——* ‘fi __.{__:.. ._:_ -. . . ' Blfic.lll'1!)fl': H 'II. C] Duty - UL. g | I | ' D .I- I v I. l' C]- _III II -II D Bun Il IL __._- ‘ " ' '4.- ” T _ '1' " T ‘ 6 US! i_J D "II- '5'“ C3—- PuIIII' Suuuls D I'MII‘IIIV ' I ' D“ 'H u- -llII--l D A" LonflIlIontnu D CI'I"""'I I.I "‘1. T":’ “ ‘- ch ”I... a "pgitorin'r a; .- __ I I l __L 7 {‘ASINI‘I. lI-_-II.II1 (SE 'I'JeIuII.1C]—-: Ia mom; Ab-wte- BI-lm. I "'II *———t “I’LC --———Iew ;SH'I'ICL' "- I onus on” to '32 . . . 1 , . 2 FORMATION m or eonou or ——u “" '° ( "' 0"“ I“ "m 1 n 5.’ u _. stenuu stutuu __ In. Io It. Drolh LD'IVI' She!" v-.-.~ EN" _ 8 scum II Hard Brown Clay 15 15 I”. Stainless Wm: h Slut lxxve ___1L__ Lenqtlt 3 ' Set hrlwecn 29 mend 32 II. Gray Silty Clay Gravel 9 29- ‘mm”‘ Standard Ssuttc wanna Ltvu ter Md Grgel 3 32 no "6 l0 PUMI‘ING LEVEL below land eurlece It. eIIeI me. ammo 0.9m. It. “In _ lwe. naming 9.1m“. 11 WAYE‘I QUALITY In Parts "I MIIIIoII: lton (Eel ChloIIdee ICII Hevdneee Othm 12 win uuo COMPLUION: D m Away“ m D PIttess Adeotet B 12" Above GIIIde I—-——-- .— 3‘ NeIIIesI Sautce ol ooesIbIe contaInII-IatIon ‘3 Well CIIoutmfiEYM D NO 8 Nut Cement D Bentontte D Dchh. Front 'l. to '2’ ll. leet DttectIon Woe Well dtsmlected won gmletlon Due Duo ‘5 "1'”: 8 Not Inetelled Menutectuter'e Neme Model Nmt Length 0' Own POO. Volt: 60"“. H? __ h. ceoecny Type: D Submetble But 0 Rectpmceling .0.‘ A RIO DICIY l' "I... ‘ 16 Remarks. elevation. source 01 data. etc. 5'5 ~ #- IWM (Rev. It“! 17 WAYER WELL CONYRAC‘IOR'S CERTIFICATION: Yhte well was dIIIled undeI Inv IIItIsdICIII-n and tnts moon I! tme lo the be unusual!) BUSIIILss NAME Addtess s/L/w/é/ 41M. 10-9473 ' st 0' my known-doe and beltel. mm 26 ILGISVQAYIDN NO. 7215 W. N-59 Howell Iu-iuoetuo ntfifstneiwi LIN-PORTANT: File wm deed. l WELL OWNER COPY ‘.~' —a- GLOLOSICAL stmvtv SAM'lf No. [“3 WAYER WELL RECORD £1113th [I'ljffll‘l'fl l.'.lCHlGAN DEPARIMENI Ol Clay 20 20 Clay 7 2? Clay 3v .1,- 1V0e: Slut 0.x; 1C St-l between 2? 1!. and is It. Fttlmus. AC1 )wd PA V0115 1 LOCAIIUN OI watt [ PUBLlC HtALtH » L:‘;" f. . 0..“ — - unfiltshtr !. t le- 1"... III i H | I U. I I ' .e' "Iot‘ I ' I“ 0‘ U" 'I't'hI o ' I . ' Ingham l Alaiedon J .. . .,l . a j ,.g.! 1 In. TI.'E':I.O'-AF;'1 avg—:01“! .Cnu; £4.30 lit-tut MI; ISA: r— - - — _.. - .- I ,_-.-.I I. I .. ..D 1 water flu llty ianare"cnt Facllltm Xichigan State University ,mum. ' Stu-III m'duus & Ctly .Il VII-ll LO(J‘II(~" P—l‘lfifi'JU—Vfi'fwi‘ral: I “36.13.0133. ‘~ -- g...’,;',,"“ ,5" ' —" 4 l 'H "(fig ,, m1“... ,, ’ 04:..2.’ ENZJIHIIZ. --- a I I ' 9 ‘: t - -'~’° I I l q H . _.,_ -‘___.'.;' - ~-‘1._ __ 2-2...35--.“ -‘! -——:—- -:-— —I D. .’. 114 b :.:l I" U! ' :J p»l‘l"' [-3 (‘01- I a I". [ I I I . [3 HnHunlod [J ywnu: [J BMMJ _r‘_ “(-1--T~-i—-T.T b ('5! Dr.V‘I.')‘-1 L] P.. It Supply U "l....| ‘ --I a ‘ 1 ’ ‘ LJIHIDI’QIIIIII C)» Au ' and ‘C".||'Iu LJ gnnn'q‘ I.“ I- -— - - -- - - - M - ~~ I ‘1 T l ‘ ~ 9;- _Y-_-.<_>n_1_t;o.rm£. .,_.-_ _ m l l l J— ] (DA3'N(' “Maul-”1,3 “I"‘Lf"dU "I'tqlu femur/I'm: .h I "1,. I-O——l “if -—-O-I '5UI'IILJ '1. | 2 FORMA‘HON ‘IICJ‘NESS .gtY’YYO’LYocr it”. In 3;". Deulh I Weigh! _.1_l- "W. '1. ' SY‘AYUV SIIAYUM _ _ In. Ir __ ll. Ow"- LDIIve Shm" Vt: [Z N' I— 8 scan N: )4," 1| A Sta1n1e§_s____O le‘.‘ [finglh Standard 9 stAIIc mum LEVEL 1 no water Sand Gravel 3h 2 __ lt. below land smlece 10 PUMPING LEVEL below lend Student 01. allot me. ammo 3.9.01 H. alleI __ hrs. ammo - 3.0.111 11 WA‘IER OUALIYI In Pans PeI MIIlIon: tIoo (Fol Chlondes ICU Hmdness __ OtheI 12 WELL HEAD COMPLETlOH: D In AppIovod Ptl D Putlen AcumeI E12" Above (uncle 13 Well Gmuted’fl Yes D No Neat CCm-enl DBentomte D 0‘ Depth. V It. to .2/ 1t. hon ‘4 Newest t .Itce ol posstble contnmmettov- Wall dtstMOClcd upon cmletIon Dves D No lee! D‘ttectton TvDe - VII A 1.0 IIIIV l' lttDtO 15 PUMP; a No! Installed Meoulectutet'e Name Model Nlml NP __ Volts Length at OIoo Ptpe It. ceoecuy G.P.M. Type; D Submmntblo Um D “Gnome-“mg 16 Remarks. elevatton. sauce of data. etc. 86619 100M they. 12-681 I I 17 WATER WELL CONTRACTOR'S CERHFICATION: ”us well an to IM- bc'tt 01 my hnmtedoe and mum. Brown Dr1111n57Co.l Inc. RIGISYIIED DUSIILSS NIH! Addams 7?]: 'J'e v-59 142% AU? 1. dulled undI-I my tunsotctton and "Its upon us Inn.- 26 "salience w. Howell 171-1<fl*7~”3:: 19-9121 no-Izco euncsretutat I * WPORTANT: Flle with deed] WELL OWNER copy '0'. uy-a C. .— --— _ G!OLOGIGAL SURVIV SAW! N0. WATER WELL R'ECORD [Dam run—m MICHIGAN ?EPARWENY . AC! 29a PA 1995 . [1 LOCATION OF WELL —I - PUBUC ”EAL” lCounly . - IDwDSIup NJ: ‘3 II.” In)" 5w In H Nuqu-l ‘II n‘l Nuf‘dn" Hungl hunt!" Ingham A131 ed on ‘ .,. .. .l 3 N 'f. 1 ,o m “Outline. And Olurchon “Em Road Inimsucmms h- '_, ()VLNIH (n r.» ' 1 . Michigan State University Eater Quality Xanagement Facility Gnu-V‘s Slur-l luau-s: I. C-w 0' Well Local-on Locale aunt'l" m secfiovl—h—o-low Shun h Maui l—WE [z—DTfi HTTQE'Jufi‘om nl Cong-elm" jI I I 32 I! 9-12-73 D. W. #15 ' :— —--l — -:— —:- —q 5 @ (null: lool B “may D Ouvun D Dug | l I D Hollow rod D Jello-6 A D Bored D ‘ mt. . " " '1’ " ‘t " -:' " ‘ T ‘3 U51: DDar‘c-uu D PUIDIIC Supply D undusln I I | Dump-anon D An Condmonmo D Communal '- - '1- -1: - 'T- ... “"1 Ohm Wall E] Moni tori “I? L 1 J _L 73‘5"“? 'lmuadndE WeldudD IT~leoomz Abuvu’fielow t lam. p——-—l uuu -——o-‘ |Swlace ll. 2 F0 TION "“3““ 0%(1'12’L78r inn. m “22,“. Doom ' wmm ......II Ins/n. snnuu snuw m. lo l1. Depth anve Shoe? v.58 No C 1 8 scum: may 10 1o 1.... Stainless 0.... m: m 1 K 2 Slot/Mo 10 Lenolh 3 88' y Clay ’ 5 Sal human—22h. and _L2_Il. Sand 5: Gravel 7 32 Human: Standard Sand Rock 32 9 s'nmc mum LEVEL 2 50 ll. bolow land swlacc l0 PUMPING LEVEL bolow land surface ll. allot Ms. amino 9.9.m. It. all" _‘ Ms. ammo _ o.p.m. 11 warm OUALI'I’V m nm to: mmon: lion lFol __ Chloudos lClI Hardness Olhcv 12 WELL HEAD cowunow: D m “WW“ m D mnus Adamo: flu" Above Gad. ‘3 wen Gtoulelflmwn D No S- N“! Comm D Benton". D Depth: ham 0 Il. Ioé’ It. I‘Ncalesl Some. ol passable communal-on In! Diooclooo I’m ' Won dasmloclcd won corral-hon 0Y0: DNO ‘5 "M" No: "null“ mauloclutov's Nam. Mod» Mm HP ___Volu Long". ol Drop Pop. ll. coo-any 63M. Type: D Sum'ublo D J01 D Reciprocal.” _ III! A 2.. IUICV l' IIIOI. 16 Hawks. elevation. source of data. etc. 86/, g Depth {a haircut 3-2 ’ $434.“, am w; T l“ mun-w IMPORTANT: Filo wiIIl dead. 17 WATER WELL CONTRACTOR'S CERI'IFICATION: rm: well an dulled node! my wondncloon and thus recon it lun- lo the can ol my knowledge and boll“. Brown Drilling Co.. Inc. 26 IICIS‘I.KD .USINCSS NAMC RI‘IS'IIYIOI ID. «a... 7215 W. V-59 ' Howell a San“ 11452.4: Z- flzri’? 4 10-9-73 Au nomno Rt usunnu WELL OWN ER COPY ') - ‘a m. . ...-‘l- .. a ; GEOLOGICAL suuvu sumt No. .‘~ . p . , I C, WAIER wsu éscono o ‘\ \. mmam‘nmnn ‘ MICHIGAN DEPARIMENT F ' AC! 294 PA I965 - 1 LOCATION OF WELL I ' ~ PU‘JUC ”FAN“ , Counly ownalny Nzlmu 'Ila. huh I." x..." Hun-hm .Iuwn Ydu'llI-I‘l hungc hand» ' Ingham . Alaiedon . i .. .. .. ! ~. I 3 ~ .1 1 n Olslem 0 Am! Dnecnun hum Road lll-leusecllons 3 Ol'l‘léw ()l .°. I , . 1. water Quality FenacemPnt Facilit? Michigan State University imp“ ' Slmm (man-us ‘ Clly of well [0. no" Locum wllh~"x1' m seclmn below Stelch Map: 3 WL‘LL-DTP-I H—f-‘I‘L-l—I'I-IEXWVOI D—d-Il' 0| Cor-uleluou l I fi :- _ _" '2 I ' | D. 1.4. #16 LL, ' II. 9 11 (J L. .. ..I _ ...... ...:- _4 5 {I} Cam-e um! [I Rolaly D Dlw-m [j [‘u s I D Hullnn IO‘I D thled ~ D Hulml D _ _ .1- .. .. ‘ T _...4 Illl. 1i 6 UM" Dan‘I'SIH’ D Palm: S-louly D lnduslw Dlluoollon D All Condllnomnq D Cumn-ICM' DII'KI WV“ fl 1:0“!11. t'Q‘rin‘" 7SAS|NG “mam-cg] WeldudD quhl: Above/Belnw «Ml. Smlel'e It. 2 FORIIIYION ”mart” $2101.78, inn. lo .92.“. Depth [We-oh! 11 IDS-"l. . slum-a slnnw ____m. lo __ II. Demh 10m.- Shun? VOSBNI) I: l 8 sc REL N: xxx Hard Brown Clay 5 5 ,w, 3t81N1338 and h" SIol/Gxx ____1_o______ Length 3 ' Hard Gray Clay & Gravel 25 30 Set belween 92 It. and {*5 Il. H m 8: Soft Sandy Gray Clay 10 35- " ° Standard 9 sunc WATER LEVEL w ter 80ft Gray Clay Grave]- “’0 ll. below land euvlece no a 10 PUMPING LEVEL below land sullece Gray sand “'5 n. alley—hrs. enmino can. any Sand Trace Of Clay 1‘5 _________ ll. ellev___hrs. owning ________ 9.0.0“. II wuss! QUALITY m Pens Pet Mllllon: llon [tel Chluldes ICII Hardness ______Olhev 12 WELL HEAD counmow: D ... ”may“, .... D Plum-.9 Adaoleo a 12" Above Glade ‘3 Well Gloulemgves E] No 8 Neal Cemenl D Benton-me D 4 Depth: ham Q II. In A/ Il. ‘4 Neelesl Soulce ol possible conlamnm-on leel Divecnon hoe Well olsmleueo upon compleluon DVee D No '5 'UW" Nol mulled Menulecwlet'e Nome ModeI Nunbev HP Volle Length 0! Drop Ploe It. capacny (3).“. 1'98: D Submelsabl. D Jel D Necaolocalmo VI! A III ’IIIY I' ICIDC. ls Remarks. eIevallon. source 0I data. "C- ??8 7 0.74 ICDM Iflev. II-GBI FMPORTANT: FIIe wilh 606.] I7 WATER WELL CONTRACIOR'S CERTIFICATION: Tms well was dulled once: my mnsolcllon and "we leootl ls lune lo the Deal ol my knowledge angbellel. Brown Drilling co.. Inc. 26 REGISIUILO Busmtss NAM! Itclsunlon Iol "I" c v- rt v- 1 Acute“ ' ' 1 —‘ A”. : -9 howel- 4474‘! flW1n~9-73 w nomzto auntsuu‘luul WELL OWN ER COPY o . , . ,. _ ,. I «4a--.. _ ...... ‘\ b . \ a i . OLLmanLAL sewn Stu/Pu. M». ['m‘“:] . [I] [T] E] [‘TT“ [—1 [3:] DD , WATER WELL'RECORD MICHIGAN DEPARTMENT I ~ ACT 2% u 1965 F I [1 LOCATION 0‘ WELL ' PUBUC ”EAL!" & County Townshlo Narm- I>la( llun but lum Numb-u Iuwr. humm- Range Norm-w . I Ingham Alaiedon A s. '. a I 6 3 Nx. 1 tw.T I (: O-elence And Ouecuon Ilom lead lnICISECIIOflS 3 chain 0‘ .\LLL . " Michigan State University Water Quality management Facility Adfllvbb Slveel eddvese t Cnv ol We" Locauon Locale w-lh~"l'rm seclfon below Skolch mo: 4 WELL Dunn. IIO'hDIHledI Dale ol Coyoleloon I v} | LI? ll. 9"] 2'73 >-—-{-—:- -:- —-1 D0”. #17 5 Cam: lool D Rolalv D Olwen D Du: | I U Hollow loo D Jelled D Boned D ' "" 1"- 1’ " ‘f‘ " " L‘— 6 US" DOomesnc D Publlc Supply D Indusuy I I I Dllngallon D All Conan-0mm D Comm-level "1"T“r'“"“ 13”“WM. C] Monitoring 1 l L _L 7 S‘smc: Intended. WeldedD IHOIOI'IT'.‘ Above/Below ..— l at.“ -———.I .m' lSurIece It. 2 FORMATION "nova” 37:23:: i'"’ '° fl.“ 0"“ I “mom ‘1‘1' "”1." slenuu snuuu m. lo It. Deom anve Shoe" vesBNo Dr 8 SCREEN; Sandy Clay 20 20 YWE Stainless m.; h" Slot/Me 10 Lenclh 3 ' Sand-Gravel -Clay 2 3 1+3 5.. mm" El; -n._..;— ”'2 “- Full-nos: Sand e Gravel h #7. Standard 9 sunc WATER LEVEL ll. below land surface 10 PUMPING LEVEL below lend eulece no water h. ellel _ m. mine 05ml. ll. ellev _ Me. owing _,____ e.b.ln. II WATER OUALITV m Pom I’ll Mullen: "on (tel Chloudee lCll Herdneee _______Olhev 12 WELL HEAD COMPLETION: D m “a,“ m ) D Pulless Adena—m2" Above Grede ‘3 Well Gveuledvmvu D No Neel Cement D Demonile D Death: “on 0 ll. lo 21 ll. ‘ I4 Neelesl Somce ol poeelble comemlneuon Ieel Divecllon “0' Well duemlecled upon cmleuon DVeeD No ‘5 '“W‘ 8 Not Inelelled maulecluver'e Home MOI um Length of Oreo Plpe Tyne: U Submelelble D Joe D leclplocelino l HP Volt. GIN. h. ceoecllv I!" A 3.0 SICK? l' ISIDCO 16 Semis. elevation. sauce of dale. etc. 17 WATER WELL CONTRACTOR'S CERTIFICATION: The well was dulled under my "med-clean end the moon le true lo he best ol In tho I a e and b Ioel. ' rown riiiing 50., Inc. 26 ' RIGISTERLO DUSNESS llAMl ItGlSTIAYlOI '0. Address 7215 w. ”-59 HOWOII 0... 10-10-23 w; loom (Rev. ”.6” I IMPORTANT: m. gm. deed. I WELL OWNER cow - “m‘a- -..-.- ' BIOLOGIC Al SURVEY SlMfi‘Ll No. l ‘—'—"' l I LOCATION OF WELCj . .,.. - -I.\\\ [I] LLJD [11D [DEED WATER WELL RECORD MICHIGAN DEPARTMENT ACT see n 1905 Of - PUBLIC HEALTH T I ~——1-——T——'-———d .MI. I J J. __.l (.uunly Iuwnllup liar-m It.“ llor V5.“ ‘l;II Irw-l --l Iuwu 'au-uln r Range Numb." . Ingham Alaiedon .. .. .. _ f I 3 N 15’. l i’W- (. blatant e And Duecllon Irom it.” llllursectnons J ().‘.[‘£P (ul In H . H n. - .' later aqltiv .anamement Facilit Hi chi qan State Uni versi ty m...“ ”“ “ I - 1' Slreel eddress & Clty ol Well locallon In“ 5‘. wllh~"l" "' san-n filow Shulch Mao; ‘ Wll'. OIFIH I! ungrcll-dl Onlu‘ uI (.(uldnt-llun I I l ' ' ' ' ' D V 18 *-—--—'I:O-1" 9-11-73 I- - A: — -—:-— —:- -1 ° 1 4 5 Lable tool D Itnlnlv D Onyen D On: | | I D Holluw rod [3 Jello" C] Bored D__ * " ’ ‘J' " T "' —:‘ " "' 6 USI‘ DUomc-suc D PubI-c Supply D Ind-filly DITIIO-‘Ilon D A.' COMIIIMIM U COWTCI‘I DEM We" E ,Y-Ioni tori m;— 78AS‘NG3 ThroadedE WeldedD THrlth: Alloyc’aeluw Cam. Smlac. ______Il. Toucan!” DLPYN to g oh. la 32". Deolh 'Welcm I I tom/ll. 2 FORMATION narrow or snnuu STRATUM m. lc It. Death lDllvv Shoe? "am No D . 8 SC REEN. Brown Clay 12 12 Me: Stainlesp 0...: h" sum/an. __1L__ Lmu. 3 ' Grey Clay 8 20 Set between 22 It. and “0 ll. Clay Fllll e: 15.1 31% 0° Standard Sand 8: Gravel 9 STATIC WATER LEVEL no water 5% "'0 It. below land surlece Clay I0 PUMPING LEVEL below land surlece +1“) It. eller _n-e. bowled __ , _ o-wn. ll. elter__ hrs. panama _ 9.9.rn. II WATER QUALITY an Pom Per Malloon: tron (Fel Chloridee tClI Hardness __________ Other 12 WELL HEAD COMPLETION: U M ”mono m D Pulless Adopter E 12" Above Grade ‘3 Well Grouled’ fins D No B Neel Cement D Seatomte D Death: From 0 ll. to) 2’ II. N Nearest Source el possible contemnellon Ieet _____Olrecuen Tyne Well dnemlecled upon cornoletien Due D No ‘5 PUMP. E Nol Installed Ulnulactulm't Netne Model Hunter HP Volts Length 0' mad Ptoe It. ceoeclty 0).“. hate: C] Submreible D Jet D Reciprocating It" A ture I!!!' l' IIIOID 16 Renata. elevation. source of data. etc. 3 K a? 3" 17 WATER WELL CONTRACTOR'S CERTIFICATION: True well was dulled under my wnsductoon end true noon to true to the best ol my knowledge and beluel. Brown Drilling Co.. Inc, 26 llEGlSlEaED BUSINESS rum: atcls‘lenlou IO. “6.9.. jle 34.41-59 _ Howell swaflw Z- W] m] {1.23 067d IOOM Ilev. lz-sal Au nomuo eLPaLsEflnlv: I [ IMPORTANT: FIIe with «huh I WELL OWNER COPY .h-v - -.....“ -.. en... DlOLOQ'CAL SUNV[Y Sgt‘p‘.‘ N0. 1 --— .....-— :: WATER WELL RECORD p? I~ I” H" T [31TH] mm? MICHIGANOOEPARTMENT F Gray Gravel “9 ACT 29‘ RA I565 ‘ LOSAlION 0‘ WELL 1 . PUBLIC HEALTH I County Iowtmhop hue It.» t-u-s 5.11m" Inuihlwl Ill-*I- feul‘vl-v Ital-go Nmewr Ingham Alaiedon ., .. J (2 l 3 h. I. l! w. Dustenco And Direct-on Iwrn lined llllL-rsmtrons r 3 u.‘.'.IH m tall; - ‘0' a F. ... J Michigan State University gfifgr duality :enagemcnt Facility Street address I. Culy 0! Well Local-on Lot .IIe: WIIIJln‘" tn Sl'fllbmfllow Sketch May: 4‘WELL only” (Lullplelcdl Detc- nI Crwu-utuon : I : L‘ 9 ll..__ 9‘12-73 .. ——§ —. ...:—— —-:— ”I DO :40 #1 9 5 [3 Cable lonl D Rolmy D Otwt-n D Out. I | I [j Hollow Ind D Jena-o E] Band D " - - “1"“1‘” 1“ ' L'- 5 USl DUomesnc C] Publlc simply [3 Industry l_ _ | - _I jut D IIIIOJIIOII D An Condlllonma D Commemlal 1 T I— .1 . l lltest We“ 2! Monitorlnc I I ‘ T L : 1 _L 7 gzs'NG- Thtcaded. WeldedD Hounhl Above/Below u-e—l ulLE . Sutlecc It. 2 romnon "”5?” $51,273: —u—"‘- ‘° 35'“ 0”“ I*"°"‘ —11-"’“"" Steetuu Stenuu In. to It. Death 10mm bhotr’ Yes NOD 8 scrum: ' Brown Sand 10 10 M, Stainless 0...; ll" Slot/(x3e 10 Length 3 ' Gray Clay 10 20 Set between is It. end a It. lenos: Gray Clay & Gravel 26 #6 Stainless ‘ 9 sunc WATER LEVEL no water It. below lend surlece TO PUMPING LEVEL below lend surlece It. eller has. 9min. 0.9.0“. It. eller_ hrs. durum. ‘II WATER QUALITY tn Parts Per HrIIton: lton IFeI Chlertdee ICII Hardness Other 12 WELL HEAD COMPLETION: D m ”9,0", m C] Pulless Adapter D I)" Above Grade ‘3 Well Groutedrates D No i] Neel Cement D Bentonote 13 bags Deolh: Ftom 0 n,” '7’ It. ‘4 Nearest Source oI posslble contemrnetlon Ieet Directoorl I'm Well dteinlected ueon comeleluon DYes D No 15 rum: Not melelled Menulectuter's Name Model Number Length at Dteo Ploe____lt. ceeeclty HP __ Volts 60'0“. Tyoe: D Submerslble Dm C] Rec-erecettne ”I! A 8.0 I"!!! I' IIIDI. I6 Remarks; elevation. source of data. etc. Thus wel Bro IIGI Address Stoned Im II”. I2~68I 17 WATER WELL CONTRACTOR'S CERTIFICATION: to the best 0! my knowledge end bellul. I was dulled undel my lunsdlctlon end the report l! "we wn Drilling_g_g n “(‘ISTIATIOI NO. HOflll «437.111-; 0-23 . STElEO BUSINESS ”AMI 7215 W; ”~59 AuluonllED I Run A H! LIMPORTANT: file with deed. ] WELL OWNER COPY #cflefl‘u r . M ,__..- WATER WELL .RECORD II .‘- ml HL‘MTIHUJDZD Slteol address A Ctty ol Well LOLal-on . MICHIGAN DEPARTMENT AC! 294 FA I965 F l LOCATION OF WELL I PUBUC ”MU" county Towrlxl-rp Name r rm ['00 1,” run tween" Ii-wr- Tetln":.l Range "tree Ingham _ Alaiedon % u .. 6 3 ~1¢ 11w. Distance Arid Driecliim lrurri Iq'ad Intersections ‘ ‘- ' ...-.t In (it v“ I I. Water Quality Vanapement Facility Michigan State University AMW“ LOCI-‘9 WINL'W'. '" 2"" I"ill" 5W0" Stretch May; TWEFOTPIHV lLornoIL-lt‘til Dale nI Cumlettbn I I I ' 59 It. 9'21‘73 ,_ - ‘I - -I— -I— — De We #20 5 [3 Cable loul D Rotary D Driven C] tea I | I I D Hollow rod Q Jetted D Bored D a " "’ 4““1' "' '1“ " ‘ ‘T 6 U551 Dbomeslic D Publtc Supply [3 Industry I | l Damnation D Air Conditioning D Comte-w ” 1' ‘T ‘ T “ ’“" D'w ...... [.33 I-loni toring i g I J— 7831340: ThreadedE WeldedD :HUIONIZ Abbye/Below lb—-l tutu ——aI [Surlece It. 2 mm. me Ju- .. 59... ......._1:i_....,... Itutuu stanuu __rn. to __ ll. Depth J Drive Slice) ”SE No D. 8 SCREEN: Brown Clay 20 20 .thtainleas me; an Stet/C134: ___lo__ Length J. Brown Sandy Clay 2 22 Gray Clay with Gravel 3“ Set between 5 It. and 59 Fittings: Standard 56 Gravel & Sandstone 9 STATIC WAlEn LEVEL 1‘3 It. below lend surlece little water 59 IO PuMPlNG LEVEL below land surlace It. alter hrs. vowing e.p.m. L - It. alter—hrs. amine ....__.._.______ e.o.tn. ll warm QUALITY in Parts Per MlIIlon: Iron (Fel Chlorldee ICII Hardness ______Olher 12 WELL HEAD COMPLETION: D m ”0,0,“ m D Pitlesa Adapter E l2" Above Grade ‘3 Welt Grouted? Eves D No 8 Neal Cement DBentonite D 009M: From I) It. lo 4] It. ‘4 Nearest Sauce ol possible comaminetron feet Direction Type Well drsmlected upon completronDVee D No ‘5 PU”: B Not installed Menulacturer’s Nettle Model Number Hl'___Velts Length at Drop Pipe It. capacity 6).”. Type: D Submersible "It A IID Dutl' 0' eeeaee I6 Remarks. elevation. sOurce OI data. etc. DJet D Reciprocating S’ZY-O 17 WATER WELL CONTRACTOR'S CERTIFICATION: This well was drilled under my lutlsdtcllon and this report Ie true to the best at my knowledge and beliel. Brown Drilling CO., Inc. ltclsttlto IUSmEss MAME AMCIIJZIS W. M-59 26 REGISTRATIOI IO. Howell l mu IRCV. IZ-G‘I Stoned . “174.0!“ etsltrtalllrt I E Date 1.0-10"” [IMPORTANTt File with dead. I WELL OWNER COPY _:_.___4...~—-—u O e ... o—.——-LA -_._. (”:1 mmjfi‘mfl‘lrm WAIER WELL RECORD MICHIGAN OEPARWEM AC‘I 29‘ PA I965 ; 1 LOCATION OF WELL’ I ’ ' PUBUC HEALTH County . . Iuw'lshlp Na" Il.l- but! .\m‘lnm f..,nq-ny 19“.. :‘unltu-l Hang.- Nunllr' . Ingham Alaiedon ‘~ a l’- 3 ~ '7. 1 A ‘w. ( melanc- laud Duectmn 1mm load tntetsectlone ‘ 3 Own!“ ()6 ml ;. Water Quality Hanagement Facility Michigan State Universi ty won-«s Sllnet eddu-ss a. Cltv oI Well torellon ____ .. _ Locale “unanxn m ’"‘ hon Below SHNICI‘ Ill-:93 , 4 WILL DIPIH; It u‘npleledl Dale nI Cotwlcllon t I 1 ‘ - l l l 30 n." 9-13-73 l. .. -'l — —:— —:- -—4 D0 w. #21 5 [1 Cable tool D Rotalv D then E] Du; t I I D llnllnw wd D Jetted C] Bow-d D a " " ’1--':‘ " -:" "" LI— 6 USI- DDomrsnc D vumlc Stloply D tnduslty I | | Dllnoetlon D Au Conant-omen D Communal ”" 1‘ ' I ' T " ""' Blast w... m Noni tori 1149; L L L _l_ 7 SASING: ‘lmeededg WeldedD T Helgnl; Above/Below um. lp————t “I‘LK —-———~l Sultece N. l C“ (SS DE'YN 10 2 ‘ FORMATION "' or” none» or it". to 22". Depth IWelem .11— Int-’II. STIAYUM STRATUM th. to It. 0th [DIIVC Shoe? Vet-Uh” D 8 SCREEN: Top Soil 5 5 vae; Stainless 0...: ll" Slot/fie _ .10' _ . e tlt 3 T A 13 18 Set between—1h. end ___3_:o_:tt. Flttlnoe: S tandem 9 sullc WATER LEVEL SandrOOk Gravel-Gray Clay 1 30 5 It. below land Sultece IO PUMPING LEVEL below land sulace ,0 tt.ettet__hte. panama 5 to 10.0.1!» It. eltev_ nus. ammo ___._____. o-an. II WAIER QUAthv m Pens Pet MtIIton: Brown Sand my Sand 11 29 lton IFeI Chlondee ICII Hetdnese ___Othet 12 WELL HEAD COMPLETION: D m ”9,0,,“ .... D Putteee Adeotel D 12" Above Glade ‘3 Well momenta": D No ‘ _ Nest Cement U Bentonlte Depth: Flora 0 It. to _g_/ It. I4 Newest Seance oI ooeelme contemlnatlon teet Otlectlon Tm Well dielnlected uoon canoletton Due D No ‘5 PU”: ' Q Not tnetelled - moulectwel'e None Model Nmoet_______ MP_Volte 6.9.“. Length 0' On» Plpe tt. ceoec‘lty type: D Sumtelble C] Jet D Reduce-lung VII A 2.0 .3011? t' IIIOED I6 Remarksielevetlon. source of data. etc. [{a 6 I7 WATER WELL CONTRACTOR’S CERTIFICAIION: ' Thte well was dulled under my .mledlctlon end tete noon to tme \ to the best at my knowledge end bellel. Brown Drilling Cg. no 2 ltEclslqu 335mm: um: llEElstltnlo- no. Addteee 2 e III-59 HOWQI]. sew/fl 1' flMlndazza—A ' Auftloellto unaututuwt I “7‘ Im IMV. IZ-NI [ IMPORTANT: File with deed. I WELL OWNER COPY i-“ 7 e ...- r . 4,. u- cu. : 00" ¢N\"st ~ee. l ..... -~— ‘- I Q WAIER WELL RECORD ' \ I T 1’ HINDU] MICHIGAN DEPARTME NI 100“ (Rev. IJ-GBI urine-Tun trulrESI Cleric [ IMPORTANT: File with deed.J WELL OWNER COPY AC1 29‘ PA I'm"; I LOCAIION OF WLLL I . Pumlc IIEAL'IH » Cnnla‘ ...- ...” — ‘ Inn-rouhu- Pin-Int III.“ I- \ I - _ , tO'I - Ie~1 r I. - r 'J" [.1 I I 0‘ l _lnghan . Alaiedon J ~. . .I ’ 4, 39¢] l (W. (LI Ur .I.tnre Alta Duel 'IUH 'Iufl‘ “a. to IPIQ'I‘H‘E Itll-fl.h - E - — -- -_*r -- t ..s‘.';'r4 (h .l' 1. ’g A e 1 . t ., \’ 0 - 7 DP ‘ f ltor (. ., t .R.-3~T""l-T.t acil- ,3! Michigan State University .mm.\ ‘ ‘ Stu-u! mInllws '- (.lIy nI We II (ULJIIDI‘ . r—‘l-OT'"':;’”.'L“ITI 7"-5“: IT": bin—0’: ~h wfi—csmt'jt {I u- --__ ~ - - “A 4 .I I . III Write r - (1.07:. 'T- ‘0. IO“..T- - -- _ ——1 ' ‘ T " o '2 l . . .V - m. ---;Z’L... 3.. _,_ __-°:1x'.7-.’._.__. I ' I "-' q ' P‘ l- - -{ - -'- —'- —I L‘.'*| . #22 J x] ( .ltl‘v- lmrl D avidly {-J .)rt.--u L I F t . 7' -fi 0 I." | | ' E] '4 -I ,u. Ind ._‘ It'IIo- ' LJ flttll't. ‘_" --— l h“ "'"H -..... " ", 7 " "T" _“‘-‘-""" ______ ' "'1 ' l- — .1"- -'t — —:_ T 6 USI DD‘m.-"" L] Duh.‘ SUI'I‘I '. L] Ind" “'V t I | I + ’ Dlrrru'rl-L l- D All CUINJIII'I'II' .. a Lonrtu'I-I I .. .. _ _ _ - — - ul. - ‘1' T : > [17 us! Vu-II [g 11:9“: _t~0_1‘1n:‘__ J _.._.. __~ ! 1 l I 7:_AS'~LL th'Cdd'W1i—x s'tI‘IlIdlI :__I hell; II e‘eial‘u" ”FIG.“ It lt‘t, to—‘Mlil ——o-I J .5ml...-____ .0. ' Iv-xcrurcss DEPT" YO - o ' ~ 2 EORMATION OF BOYTOM 0" LI" Iv J1". Hem . I WeluII __lllhs.‘Il. _ 3 SIIHYuu SYIAYUM __ an. tr __ It. Ilr-nlh [On-n- blah" V~- 24 \ n 1 8 scar”. O 1 T0? 8 11 Me§ta1n1ess o....- _ Ll,"__ ' '1 I 51 .t rm __10____ Length 4' Brown Sand Gravel 29 30 ‘ ’ ”1 24 Se: br-twmm It. and It. Ilttlng : Gray Sand Gravel b 3h ’ Standard 95mm; WAIER LEVEL 10' Gray Clay 3“ _ It. below land surlsce I0 PuumG LIVEL Ln-mw land SulIitCQ ll. eItel ___hre. panama 9.9m It. alter __ hrs. amount; 0.0.m. II WAIER ouamv m Parts For MllIlon; tron lEL-I Chlondes ICII Hardness _ Other 12 WELL HEAD COMPLETION: D IN Apptoved p” D Pltlcss Adapter E I2" Above Grade ‘3 Well Granted? '8ch D No 8 Neal Cement D Bentonrte D n a (It-0th? Erom L It. to '4 II. I4 Nearres: Sol-re ol ooselble contamm..t.on leet Drlectron Tye-.- Wcll dls-nlected noon comelelron D "as D No ‘5 PUW‘ 8 Not rnstalled Minutecturet‘e Home Model Number HP___VnIts __ length ol Droo Proe _lt. canecrtv G.P.M. Tvur D Submeruble D J01 D Recmrocelmg use A tare elicit tr trltote 16 Remarks. elevstlon. scurce OI data. etc. ‘K‘;'{ 0 I7 WATER WELL CONIRACTOR'S CERIIFICAIION ' 7hr; well was dulled under my wtlsdrctttm and II"! "900" N I'm! to the best at my knowledae and bt‘IIL". ‘ '1 CC! . g. Inca ‘- A lrcls‘rtflt: lusmtss lulu-t. llGlelAYIOI us. Address 721$ KL 51-50 50":911 I Sunni/5&1 Date 1 I 1 I ’ ~ _. l . . '..._ _ er-.. mmflL:fl—j I. ' I h ' LULUL’JIITTDI"HI—TIE] C WATER WELL RECORD MICHIGAN DEPARTMENT _ act 294 Pa 1565 OF [l LOCATION OF WELL 'I - PUBUC ”MU” 5 [Gordy iownsttru Name Hurt. " \ JD! "Oh humlrrr ‘I-tfill Numb-n Haltut: Nubia-r - Ingham Alaiedon __ l. l. l. (l 3 N f. 1 ('W. . rslance And Drrectron horn Road Int-‘OSIrgltons ‘J DWI-t“ or 9.5 LL 1 t1 " . st Hater La tar mement Facilit Michigan State University Awe“ ‘ lity ' ‘a‘ y Street address 1. Ctly ot watt Locatrorr Locale WThr'T‘WB‘seillon claw Sketch Mho‘ 4 WI ll-n'r’firfi'rwrprL-rml—r I) nu or Conan-tron I l I A r I r W_______‘_r._9__g-_ 9-1“-?3 r- — -} —- —:— -—:-— —1 D.‘(I . [1,123 5 a Cable tool C] Rum-,- D Uttvr'n D Dug t | I D Hollow It'd D Jt'IIrd D Non-n D * " - “J." " '1' "' "1|" " " T 6 USL DUnm-mlu [j Pom-c Seoul. D Indusuy I | I ... Dlrrrgotron D Arr Condrtronrng D Cnmretclal —— r.- — — c— — -1 0. r‘ 7 T l £11m w... 123.322.132.913 m 1 l l i 7 CASING. Thruadtedfi WHIOQUC] IHPIQIII: Ahrwrsl‘tlelow In . p—— ! “I‘Lt m Surlare It. TH CIIES$ DEPT" 70 2 FORMATION ' 0‘ BOTTOM 0' IL_ tn. to _2.6I. Depth IWeluIlt __lllbs./lt. STRATUM slnnuu ____ rn. to ll. Dr-ultr [Drlve Shoe? Ves Elm: I l 8 scrum: I Brown Clay 10 10 h”.StainleSS Dun “" ‘ Slot/G“ _____m_____ Length 3 . Gray my 10 20 Set between 26 It. and __2_9__.II- 5 2 5 Frttrnos: Standard 9 STAIIC WATER LEVEL 12 ' Gray Sand Grave]. 1'" 29 It. below land surface I0 PUMPING LEVEL below lend sortace Gray Sand some Gravel tt. alter hrs. oumorng o.e.rn. \ It. alter hrs. omrno _ ....._____ D-DJn. II WATER QUALITY m Forts Per Mrllron: Iron (Fel Chlorrdes ICII Hardness Other I2 WELL HEAD COMPLETION D m Acme.“ m D Pitless Adapter g 12" Above Grade ‘3 Well Gromed73ns D No Neat Cement D Bentonlte Death: From 0 It. to 2/ It. I4 Nearest Sowce or possrble contarnrnatrorr Ieet Dlrectlon Type Well drsrntecled uoon cor-rotatron Dyes D No ‘5 PuuP: E] Not rnstalled Manufacturer's Name “odel Nunber Length at Drab Plpe Tvoe: D Submerslble D J“ D Reororocatrno m- __ Volts 6).“. It. ceoaclty use a tee strut re rrueee Id Remorltsfelevetron. source at data. etc. 55 313” 5" I7 WATER WELL CONTRACTOR'S CERTIFICATION: ' Thrs well was drrlled under my rurrsd'ctron and thus leoort re true to the best 0' my knowledge and belrel. ‘ . Brown Drilling_CO., Inc. 26 REGISYERLO UUSINESS IAME REGISYIA'IOO NO. Address 7215 We M'59 Howell W 4 5'9"“ M’ Date 10-10-73 we more Ilev. 12.53) L. OMLLO It. ntsuunvt l IMPORTANT: file with deed. I WELL OWNER COPY f7 L_____I WATER WELL RECORD l __LOCAIION 2E WELL j CUUHIV Iuwrrslup NJrIer Ingh_am .————~.—— orstauce Am Our Llru-r ”um R ..n tnlr mar-trans Strerrl edmr as L (.rly OI We“ Lotdllt‘l- Alaiedon ACT 2&4 ...-..J.--..~: .. ..l , A 3 ...I Michigan State University '°“8$ement F99111tJ PA ISLE. (J PUBL lC HEALTH . Irurr I‘m” on rIr a Nun.” 'II L'rIIt 53.2911 If y J urn.“- Water Adr‘tl".'. ‘| 4"“" Ho‘s 1 I W. .. -. .. - .. --._._. -.c .-.__—- ...-_-—-—.-_——_4 LLJLLJLJL _L LJLLILLLJ MICHIGAN DEPARTMENT ‘I ...—(0?... “a": B. "' .'.TC'{,I,:{ ”Hu" Shell h Mm; 4 IVELL DEPTH rr- lrblr'Ir-rll ILrtr- M I -'|0" Iru" . : : . .2. ....._..::.- 0- .. .- .% -— _:— _:_ —-1 L“ ° " ° " 5 i, (:th In?” C} HrrIJ'v U Drown U L" .5 . . . LELsygL-m -..- E: .___ L3 D .1- ' '- - -I- - f - _:' — " ‘1'— 6 US" DL‘lomr-slu. C Pufrlt; §utyolv D lrulurle L— _1I- “1!, _ -:- - d ‘u . U Illlortlrt H D All Crmdrtmrrrrru D Lr-rmsrrr IJ' . I ‘ Fjwmwur E] ”onltqjir" ~_‘”” I 1 1 _L 7 C ASINI. True rm II E .‘.~ldr: «I D n-aruht. Al (mu/below I-o—t UI’LI 0.0m Surlnu- __ It. 2 FORMATION mcort'rrEss .%IY:L‘L'& ....li m. to 2.0.". Dumb IWNOM .11.. "NU"- _ Stenuu sunuu rn. Irr -____ II. Drml; lDrrve Shoe? rte-.E'JN‘ -._ 8 SCREEN: ‘t .4Brnnn_C1ay __5 .5 1w. Stainless o”. 3" Sloltcn __l_Q_._____ Length '3' 9 STATIC WATER LEVEL 12' Wind 15 20 s......... 730 ...... 23 ... 3 23 Frttrrtos; Standard 2 It. below land surlace I0 PUMPING LEVEL below land eurlace It. alter hrs. Dummy It. alter _ hrs. omvrng II WATER QUALITY m Parts Per urn-on: Iron If.) ChIO'td” ICII Hardness Other ‘2 WELL HEAD COMPLETION: D 'n ADD'OVCC p” C] Prtlch Adapter E 12" Above Grade ‘3 Well Glouted7®Yee D No Neal Cement Deontonrte D Depth: 1? tt. to 113 II. From N Nearest Scurce ol oossrble cont-neutron teet Drrectron Tvoe Well drsrnlecled uoon conroletron ates D NO 15 PUMPL a Not rnstalled Manutacturer's Name Volts GU'O". Model Nunrber Length of Oreo Proe HP It. ceoecrty Type: D Submerslble DM [3 Beerorocattno ”II A 2.. II!!' t' IIIDID I6 Remarks. elevetron. source of data. etc. 3 5-3. 0 IWM Ilev. IZ'GII IT WATER WELL CONTRACTOR'S CERTIFICATION; Ihrs well was dulled under my rurrsdrctron and title report rs true to the best at my knowledge and bullet. m BrOh“_Drilling:Qn;+_lncl._____i_ifli___. “L‘ISTEIEO IUSINESS It I RECISTIAYIOI IO. Howell—... 10-16-73 Address :22 I 5 H- .../9 Date 5'9"“ M;J__L AUTNCRIZIO It IESINTATIV‘ IMPORTANT: file with deed. J WELL OWNER COPY n.‘ '- - GEOLOG‘LAL SURVEY SA'U‘Ll No. :3 I ‘LQEELION OF Luann “W “Hg- with ' ‘I ’ ..fi‘EE-.l (. __ ....-. Ingham .lrlelu t: Ann, "aore‘ 'lun hum ‘- WATER WELL RECORD AL! ."M ‘:|‘\'-""‘It|l " t"- -..—a -... _ \trr-L-l w-‘I‘lttsk l. COIV u‘ \‘n M 1m. NU)" "I - "LIN!" “('1 v. -_1_-T..-:--4 Int. 1 L L;| 0A1: . —__.J. -431?de >rfl It"- r‘r-l In." . Kickigan State University —"s;.:“""‘ i; 0.0 D. w. #25 :0! s 7 \ . ‘ ‘. r‘ -> . . '.c.u -. " tug“ '.‘ rtt‘sr . , | I -.-.J ‘0 d ‘0 I 'J N F. ‘L 3! -'. L‘J LL1U‘ILL"']JLUJ L , -JL. * MICHIGAN DEPARIMEN! U} l‘UBLlf MLALYH FORMATION httCI~¢5s 0t STF‘YL'L‘ Brown Sandy Clay grown clay 15 ngx Sand & Glgygl L12 ' Y ‘- . ’ b - “ . ‘., ‘- F e16 L‘E‘J ' '3'} 1 .‘ r‘V“:fi 'r‘ “qr: k ‘ 8’11, ty 1'" I 2 ' I a w' “.1 . ,1! 0| I‘II‘IQI - °° .. 9-r0-7° : - ' ' ' " " ' ' - -:;.-~“"l ‘ 1‘ It... 1( -‘ .- d: 1 N. L] . 't I ‘4' {'09 L 041 .‘e Lit] “ll 5‘ T’I'O D "‘H‘ ', I J - - g f- ‘. ' ‘ . "‘ ’-'-"_'." ' "_"- '- ' “‘3 --.. .. """_" " "‘ C‘thofiyxlt L4» 7" 2 . f--.:'.‘ . {.3 " 1' ‘ L: ‘rug..' ... {:A Avr( -m '7; .. , ’i: p . .-r tut 1 f rv?,. 7 .cniforinu . --.»vl - -. _. ...~ 4 ...-'9‘; -.. .. .- :=-.-.r. .. ‘..__..:--.='_, I" . 7 L 5.5"." It... . {I f. ”,5. .l ‘I l‘. urn .. .\.” s.'-' v :H.I'\, — , t ' Q.“ L t- ___._ "I. UE°7~ 15 u '2" . ‘0 ‘ t . aorta»; 0' _ . m. In .4 __ tr t'. «tn ‘u. ___ _J__ .r. SYQL‘JM ”1" N. L).,::. .\.—h .,., : .-.__--_-::-- i..-L- :-.‘_..-._.I 8 small» I t‘ l 5 1 .-.tmni _e_s:= n..t.- .hj'_____ _‘_ - ttxxnl ‘ umm ;' 20 St" '0: IVI'O'H 3L .‘. .“d 1L"- ‘|IIIHQ..7 fl utandard '37 SStAnc ssAttaLtviL no Wat-(.7. ll. Mlon lmc surlatr HT). PU‘ WIN LFVEI Log-hm laud sulfa”.- ’1. ohm Ms. comma 0.0.m. —..-.— ”1 ll. alter hm. puma-nu 9.9mm H WAHP ()UAIITV m Parts Pet MllllOH'. tum Jul (Morales ICII Hamm-ss ___ Othur 12 WLLL '«uo cowumon. D m ”movwm D“ Emu-x.- . Afl‘met E 12" Above Grade ..—.. fl.” _-_—. ‘3 n- H crouled’kg: D Nn E Neat Cement D Bentonnte D "' ‘\ D-wlh. How O H. to Al N. .... mm __...._._..... _..____..__._.—_—+ .. 14 ’u tar-«t 52min: 0! possrtle contammatum 'l'cI Dutectronr Twe Well arstniecled 000R CMD'BUOH DVES D NO 15 HIMP: a Not Installed Manulaclmer's Name Model Nut-wet HP Volts Length at Dton Ptpe 01. canon" 63.“. ' HE D Snort-astute D JP! D RI‘COUOOI along 09¢ a no snttt r' Install: 16 Remarks. elevatton. somce of data. etc. 37%? M74 100“ (Rev. 12-68) IMPORTANT: File wifn docd. 17 WAYER WELL CONTRACYOR'S CERIIFICAIION: 1ms null was dull“) unc'm m, turrsdrctonn and Inn re-oolt ts trun- In "w lw M M rm knowledge and Dubai. 51m: n.2ril lLIis.QQ...InQ.. 2.6._. REGISYIRL- 9 Sill-[5‘ HAM RIGISYIfiYIO~ NO Atldh'ft'} /"21_,_,1.Z-12_52r___-...lim:tell___. stu.....t{%¥f€rfiagfififigal‘-M WELL OWN ER COPY .._- :3 . .1! .VI'ELL.- l x \ [[3 [:1 [I F3333 mm ._ ...- I Inna" . tr II Yum. tum Mom III: In lulelsvclmm. . uIIy IIoIAn’JIu; NJ"- Ingham . J Alaiedon fiichigan State University. WATER WELL RECORD MICHIGAN DEPARYMENT M I 2% PA I965 OF \ PUBLIC HEALIH Hm hon bfi‘oon "Wm Iuwn Numl-eo ‘hmgo NW; - ' _ -_..- -__ _->_-_ I I. I. '. 6 3 N’}. 1 I w. 3 (math OI mu: q?ter Qualtiy Management Facility um.“ Sum-I .IIIII!I°-.‘.'. (‘Ilv M We" [(DLJIIO'I — In. .II"‘WO"“M“lz. .II‘J-rImETR-To‘; ”’—'1 --."..- *‘1— I l P—J .-—-|-— ————4 “..-..J--.L..._-_.I‘ I I I T I I I I b-.‘-—T—---d ‘H‘.' ' I I I J L l -‘I Spurn flap—— 4 WELL DEPIH; IcomoIcchI Dam of ComoIeloon “'3 h. 9-19-73 5 {3 Cable too! D Rouvy D Dnvcn D 0.4 D HolIOw Iod E] Jcned D Bovod D ' 5 U“? UDomesI-c D Pubhc Suopw D mommy Dun-canon D Ail Goodman-no D Comm-o. DY“! Well M111 Q9£1flg ‘ 7CASING: Imuaea. wanna Imam: Above/Below Dam. Swine—h. 'r.—-—I U I ——-o-v 2 - FORMATION rum-:4” $11,139:: __h "‘- '° 43-“ °°°"‘ I'M“ “‘ll'b’fl“ 51-413.; snuwv In. to It. beam 1 0mm Shoe? chflNo a 8 SCREEN: :39? 3011 & Clay 5 5 WStainless on; u" SI oI/cIJE. 1 0 L000“ Brown Clay 10 15 s... between 110 II. no 1‘3 _n. meos: Gray Clay 20 ‘35 Standard 9 smnc wnen LEVEL Gray Clay W1 th Gravel L} 39 II. bolow land Imlaco no water ‘0 PUMPING LEVEL below Iona surIacc ll '43 It. char—Mu. 9mm. ____.._ 0.0.05 Gray Sand with Gravel II. DIM! _ his. pmmo __ 9.0.m. 11 WAIER OUAUI’Y In Pans n: Manon: "on (F0) ChIaIdu ICII Havaness __________01her 12 WELL HEAD COMPLE‘IION: CI ,0 ”9,0,“ m D Pivless Adapvev KI!" Above Gad. ‘3 Well GIouted‘EVot D No 8 Nut Comer“ D Samoan. D Dculh: ham 0 91.10 2/ fl. I4 Ncucv Some. 0! possIbIo contamination hot ___Dnocnon Inc Well dun-domed upon cmlonon D v" D No IS PuMP: :0 ma Inn-ma Monulacwtov‘s Nun. Model Numbov HP Vom - 6 0'0“. Length o! 0:00 Pipe h. capacuv Type: D Subunit“. D .10! C] Reciprocating on A 2w) SH!“ 1' urlm: .— ..-- ‘6 Remarks. eleven-on. somce of data. mr. ‘38LK Don I 00M In". I 2-68I 17 WATER WELL CONTRACIOR'S CERTIFICATION: ThIs well was owned under my Iunsdncuon and "m moon I: IN. lo 1hr LII-st 0' «w knoqudge and Donal. _B_1_~_gwn 211 111 ng CW Inca-sun: Eu'smzss nut nmswnno». no. Adavess7215 W. 11-59 3011231 5'9"“ Mflwom 10'10'73 “manna “mutant"! FIMPORTANT: Filo VIII: dent] WELL OWNER COPY -..q— . ....— GLOLOGICAL Sunvu Sam: M. :3 - ¥ ‘ CDCDDW3I3 3333 WATER WELL RECORD MICHIGAN DEPMIIMENI AL! 29: u was ; I LOCAILOWN or WELL I . Pun: Ic HIM III (,ouuly . ‘ouwl slup Nan» II.- In. - l." . In... Huh! -I In I. I'I-ln I k ular ha" ;.--- I Ingham Alaiedon -. I. ., - " i 3 Mr. I 1 m. ’—_—- .-.. -..” .n m--. ...-..n . DIstanco AI—Id Durchun Ivan R3 Id "1“qu . “o,“ J "...." H l)‘ ‘.e ‘ ‘ . Flatter "Ital: tv ‘~'anaC'em€-nt Fecilit Izichigan State Universi ty ‘ - - 3' Sure! aIlIlvnss _& Cllv M ‘1” [OCJIIUH Iwa":;'i'3;ni—':I"_‘; flan—”‘0“ Shah lI Mm, . 4:757I.I.I)TF.‘II«I II «um .-I. — 0.1:». ”I . :'_.-:I:I.:n I Y I ‘ "It '3 | ' ' D '5' 6'20 L.) H ’9‘20-7; I | . . I 5 . .. ._-._. _ ... .. _ — -§ -— -I- -—'- —4 r] L. IN: lun L3 9 ”‘1'. [3 0“va “D 099 I . I . J: HI Ilnv. H- J- E? Jvllv'! D Bun-d U_-_- l ‘ L_..._._____ ' "" "' " . a '- - -:—— T _ -:- — '3 T 6 USE Dhunr- 5|“ CI PJI)|I( Suppl, U “aunt. I I | | 4 . Dlunounun D A" Conalhmunp D Cnnmuruv h- a. -— — — “I. 1 T T I 11633:“ Em " Qr-‘I tnrirfl- L l l l 7(0ASINF. “Hue—Leda WoldraLJ THO Ith Almve Belnv. la‘m Ire—— I ‘II‘LC ...—.3 L. ‘Suflm c- N. YNICILNESS own 10 2 ° , 11 2 FORMATION or 00110» or _m. to ____AI. Damn I“? {ml ____lbs./'I. R Stanuu sTuwv ____In. Io lI. Declh 40mm Show? VesBN-Il [ 8 scnum Brogn Sand 0 27 Mm Stainless 0...; LI" SloI r321. 10 LenoIlI 3 ' Sn heIween 2 3 II. and 6 N. """‘"“ Standard 9 STATlC wane LEVEL no water 0!. below land amlaca 10 PUMPING LEVEL below Iand‘eulace II. flier-OMS. Duflumo 0.040. I II. afiev _ Ms. ammo o.p.m. II III/MIR QUALIrv In "In "I Mall-00' "on W” Chloudes ICII Hmdness _OIheI 12 WELL Huo COMPLETION: D m AWN“ ..., D PIIIese Adamo: a! 2“ Above Grade ‘3 Well Glou‘ed7EVel D No Neal Cemenl U Bemomle 0 Death: ham 0 It. to 2’ H. ‘4 Nantes Sauce 0! possum: comammauon laet __ Dnechon Type Wall oIsInleCIed upon comolenon DVeaflNo ‘5 Pump: [2 Not Installed Manulacwvev'e Name MoaoI ~umber______ NIP-Voila Lengm ol DIao Pope n. caoacmr 6).“. Type: D Submevuble D Jet D RecIoIocaung In! a no "at? If nttoto I6 Remarks. elevation. sauce of data. etc. 3 t} 3 a, 17 WATER WELL CONTRACIOR'S CERTIFICATION; ‘ ' "us well was dulled unom mv Iuruadlcnon and "us moon Ia um: ' lo the. be” m my knowledge and byIIel. _ grown Drilling Cou inc. "3 auIsuam eusmus tum: athsIanmu no. “a... 721 Q III, I- E? Howell fig x 10-1 0.." , 3 Sconud OMQ “M ‘00“ NOV. ‘2‘“, aulnomllO-Q RUM Ste A W” FMPORTANT: File wilh deed. l WELL OWNER copy -———‘- o.-- I l . oumomcu. suevu sawu No. ! I LOCAIION or wm. 1 WATER WELL RECORD AC? 284 PA ‘90) \ 0 ~ ‘ DIED! I 1 U[ HUT] MlCHlGAhODEPARTMENY F PUBLIC HE AL "I CounIy Iva-Inna N . I..- II... I...n I5... I..,.. no"... I III-ah I..." ... luv“...- uIIIIIImI Ingham , Delhi _ .,. .. .. . 1 I 3 2.1. 2 X/VI. Duly-to And Ouccllon horn Road lntneocluons .l 'n’. IHI ()0 I. . I Water Qualitv Yanaqement Facility Michigan State University "“""‘"’ "5".“ Adams: S-Cllv ol Well [OI-.5100“ “’0‘" “'"LL'T' "‘ ‘°‘"“‘n“"°* SK‘I:C.| Mao: ml. 7§lPYH. u I;~LJ'I31f‘dl Dam.- ul Low-5:; T F I 5? 9-7-73 I- — -! -- —:— —:- -I D. ”0 #28 5 E] L .IbIa- tool D flown B LII-ven {3 Doe I I ' D “2122;“. ...-.Q- .1: D 6W” [3 ‘ ' " ' 1"?“ ‘i"" T ‘ 6 USE: Dilufl'l'bllc C] .IuIIIII Supulv' D Inousuy | j | D IIIIgnImn D An Condnmnma C] Com-mum ”T'I'T" ’"" ' , DW... 3 ngitoring j 1 1 _L 7CA5'NGi Tmeedch WeldedD IHemhl; Above'l‘ielnw i DIM“. 3 L—— I an r ————-e-lI I 5010063 "I 2 FORMATION "'(c'r'm $133733 u “‘- “’ 55—"- °‘°"‘ I““°"' ~11— "’"""' sunuu snuuv __m. Io _ lI. Oemh LDHVC Shoe? Beaten D 8 scum; Clay 5 5 ‘l’ype: StainleSB 0a.: 1‘" 5.0.ch1. __1._0__.._ LenoIII __1' CIBL 5 10 Set between in II. end 52 ll. FIIIIn 3: 01a! some Stoneg 5 1 i 9 m 5’5““?! I 9 sunc Inna LEVEL no water Bromine], F1119 15 30 II. below me eulece l0 PUMPING LEVEL below ‘end ewlece Gray Silt J 39 h. eIIeI_ me. ammo 9.9m. Gray Clay Ll. [£3 II. oIIeI _ m. ammo 0.9m. 11 mum QUALITY m Pom. reI uIIlIoII: Gray Clgl-Sénd-Gmel 1; I47 no» «I» _____chIoII«s “3" m 83;“! 3 so Hudneee ____OIlIeI 12 wsu HEAD cowunoe: D m ”mo... M 6m: gag 7 57 D 'l‘NQSI Adopt» a 12" Above Gad. ‘3 Well G'OUICG7BY” [J No 1 E Nem Cemenl D IeMoIme 9 Depth: ham '3. lo '1. H Home“ Mace ol possible conummumn leeI OuecIIoII Woe Well oIeInlecIed upon cmleuon Due D No ‘5 'UW‘ B In» IIImIIoo maulecwvev'e Home Model Nunbev HP___VolIe Long“ 0! 0:09 Plpe__h. cenecctv 6).“. lwe: D Submuble D M D lecimelin' ' nee A In “(It 0' unoce \ 16 mm. elevation. sauce ol data. etc. 290.? an ‘m llev. II-m - l7 WATER'WELL CONTRACIOR‘S CERTIFICATION: True well we: dulled unoeI my gufl‘dlCRIOI‘ end "no upon 6! two man" flfill‘i'fifi ”362';"'Inc . . Inc . 26 IIUSYEIED BUSINESS NAM! ICEISYIAYIOI I0 Adana SIM R .Q 1. fl 0... -1o-73 MI IIOII to [FF-(st- ; lV( rmronuu'r: File villi deed. I WELL OWNER COPY ( 3 """f “’ -. .. . . - . . ‘\‘, . , - V. ... . _ °°" ' EDD H IUIDI I ICII] WATER WELL RECORD MICHIGAN DEPARIMENT . LA ACI 294 PA 196‘. OI : LOCATION OF WELL I . PUBUC ”MU“ ,Counly Iuwluhuy Ndm: Inn Inn. i, I40'v3.u'."l1 {Invx' Numb- I..oHu-- N‘M' ~" (. Ingham _7 Delhi u a at l I ° Nx. 2 zw. Duuuzco And Dnecnon Iron-hood lmmsc-cnun'. - - ....-- J (MGM 0| 3‘. . - Watt-r ’3“ 21 ‘ 1:? "a :r'é-rr; =‘ F - hichigan State University Ammw. ‘° " ' '““"“L° ecllity Sun-1 addmss P. Cnv 01 “on locmmn lm"m"'l“‘“7-7°i-m Wow sum. u... ’ ‘“ mi .1737”va ';.';;.‘..'.;75. 1““5“‘““ ' . I I ‘ f? n. 9-7-73 ’- - .% .. ..:_. -:- .—‘ D0 ‘5'. #29 5 g] (flu-H; ioul D anhuy [:3 buy -n D 0.3 ' ' ' ° L__.D_i"_"_"_":.‘::"__--- [:1 3‘1‘8” U 3°""‘ D f. I b - 1". T - '1- - " ‘T ' 6 Us“? DUI-00% L] Pulolu 5..“va D Indusuy \ I | I J Dnnualmu D An Conn-qumna D Connmmlal .— — .. — o - — “U. N a _ ‘1] T -: . . D‘I"J “ml: {5 :0n3_t_0_£_11‘7 ' J 1 J— 7 SAS'NG Tau-.wuo [—3 melmdu Thelghl' Abosc'aelnw 0am. n.-—- I “It! ———JI . ”‘fifld ISUIIJLG "- ‘l IclNISS DEPYN TO ; 2 FORMATION " or seven or Jim-n. to A. Down ' Weaom IDs-v "- snuuv snnuu ___m. '0 h. Dvmh anve Sh .7 up. No D 8 scaem , Cla 5 no Screen--Abandon y 5 type: ' bum: SIoI/Gaure m Long". Clay 5 10 Set beiwven h. and h. megs: Sand 5 15 9 sun: mum LEVEL I V t 1 ’ e Sand. 5 20 '1. below land sudacu 0 la r 10 PUMPING LEVEL below land sauc- BI'OWD Sand _ L'v 2’4 h. anu____ hm. ammo 9.9M- Brown Clay 1+ 28 .________ n. MIN—MI. _ v . o.n.m. .. 11 WATER OuALnY m Pans Pm Mun-on: Gray Sand Y )5 non (HI Chuman «cu Gray Clay & Sand 2 37 Madness ____Olhov 12 wm HEAD cowmucm D m ”9,0,“, m Gray may 21 58 D Pumas: Adamo: D 12" Above Grade ‘3 We” GvoulowEVes [J No Wu.“ 2 60 E Nut Comm D Benton". U v v‘ N. to 40 II. 0900!: From $9 ‘4 Names: uuvco 0! cannot. contamnuuon loci ____Duoc|lon Yvon Wen dosmlocted upon comolonon nus DNO '5 "NP: @ Not installed Manuuctmcr's Nm Mod-I Nun»: HP Von: Length at Dvoo Pope n. caDIcflv (LPN. Tm: D Salmons-bl. D J“ D Iocnmocnmg on n no sun at uuoto 16 Rematks. elevation. sauce 0! data. etc. _ ». . 17 WATER WELL CONTRACTOR'S CERTIFICATION ‘ ’ "us we“ was dnHed under my nunsdtchon and this moon I: um- ‘ ° lo the Des! oI my tnowleaoo and bond. ' Brown Drilling Co.l Inc. 26 Izclsuuo IuSmtss nut. RIG'STIHIOIA no. Acme“ 7215 W. .3-59 HOWBI]. Stoned v11 Oatle-IQ-Z 3 ' ' I a ni‘ v 1'. 0674 I00“ (In. n-w no no Inc It ($04 A If I wronum: nu. with dead. I WELL OWNER COPY . 4". ‘ -,._ GEOLOGICAL SURVIY SAL'PLL No. I f ' I WATER WELL RECORD mmdrmwmtm MICHIGAN DEPARTMENT Shoot addveu 3 Can, nl Won Locum-m AC1 234 FA 1965 l 1 LOCATION 0% WELL 1 - PUBLIC HEALTH County ‘ounnsmo Name had-L h it I-uu 9. m3”: “w. NIH-mm. T141990! Numue' Ingham l Delhi '. I. '. 1 1 j N x. 2 2'“. Output. And Duocuon lvom Roan lolovso-chons J (Ninth ‘11 (“LL 1 l l I '1 Later u .tv r cement c Michigan State Ilnlversi ty mm» Q all " la a . ra 111 ty Locale wnlh "71 In \ELTOM below I T I T I J I I .— — '— — — —|— —‘ g I I l l L l I Skulch Man: D. W. #29'A 4 WELL DEPTH; ltoflIchl-‘lu “Dale ()1 Cuvsoleluon 3" II. 0’21"73 5 E] Cahlv [Nil [3 anw [j Duvcn B One C] Hollyw cod D Jellen D Boved D 6 US“ DUomeSlIc D Puhhc Su’DDIy D lnduslly Dungumn D An Cuudnlnonmo D Comma! [31w w... [3 Word torlmt 7 SAS'NG; ThwadedB lM-ldudD IHmohl: Above/Below 03¢“. Smlacc Cl. 15 mucnutss 00m 70 u 6 11 , 2 FOMMTION 0' .0110“ 01' __m. 10 Lil. Depth IWougM lbs. '1. sunuu snnuu In. to ll. Oemh LOIwe Shoe? Vet END 1:] 8 SCREEN: 15 5 20 fiend Wnd 16 36 Type: a 018.1 1"" Sim/Gm Length 3: SO! belween 33 It. and _3_6__h. “lungs: Standard 9 sunc wAnn LEVEL no water It. bola-Iv land suvlace 10 PUMPING L£VEL bolow land sauce 1:. 891.! ms. pummo 9.9.0.. 11. ohm Ms. among _ moan. 11 WATEEBUALITY m Pans Poo Mll'lonl "on 1301 Chloudos ICII Havdnesu _________ 01M: 12 WELL HEAD COMPLETION: D H, “mm,“ ,,, D Pnless Adamo: E 12" Above Grade 13 Well Gvomedlgvas D No a Nam Comm Dunno-to D Depth: Ftom c? ".10 21 ll. 1‘ Neat.“ Somco ol possum. comammu-on loci Oincuon typo Well dusmlocud noon catholonon Dves D No 0" A 2'00 IIIIY I' ICIDI. 15 PUMP: fl not Installed munclmu'o Nm Model um ______ HP __Volu Long"! ol 0mg Pip. l1. capacuy GJJA. Type: C] Submmlo D JO! [3 Rocimocuing 16 Remaflxs.’olevatlon. sauce of data. etc. \ “7‘ IN“ (NOV. 12-“1 17 WATER WELL CONTRACTOR'S CERTIFICATION: Thus well was dulled unuev my wusducloon and "us (coon I! flu. lo the best 01 my knowledge and bolucl. Itslsulta IUSIILSS nut RIGISYIAYIOI no. Ana.» 2?, I S w LIZ-:19 11021311 Slgncd Z- 001. I‘l-lgl-za Aulribmllo krkfislu A WI. L IMPORTANT: Filo viii deed. I WELL OWNER COPY I l I k.. ...-.___ -.-4&~ GEOLOGICAL SURVEY SAMPLE No. C”: WATER WELL RECORD UJUJULJIDLDEED MICHIGAN OEPARTMENT PA I69 5 1 LOCATION OF WELL 1 - PUBLIC HEALTH Cognty lugnsmp Nam- IlnLlIun an Ivm hump" Iuwv- Numlw" Henge thu Imm DBII‘II e 'e- 'e 'e . j 1 N1, 2 ”W. Outonce And Duectlon loom Ruaa IDOZSL‘CTOORS Sueot eddvese s Coty 0! Well Loc than 11 chi Ivan State Uni versi ty .1 (m? et" OI Ve' 'Jater- QuOlit:I .‘anazement Facility Add! rkS Locale wIlI:."x" m eucIIM Bel“. Sketch mp; Q WEI L—OIPYH' H (mole-we..- Date 01 Cunmtetnon I T I A . ' I I I ( It. ?’ i. 73 I- -- {I -- -:— —:— —‘ D. VJ. £30 5 E L lI-I'!’ Ioc. D "DIRTY D Duvet! D Dug t | I D Hollow Iod D thled , D Bored D . t 3-- ' I. - ‘1'"? - ":‘ - " T Aband on 6 USI. D KIWOIH‘ D PLIIIIIC SuflDIv D tndustvy I | . DIN-9mm" D An Condtlaomng D Cmocul l- - - — .v- — ' “T. 1 T T 1 . UTE-s1 Well D l I 1 J_ 7 SASWG: TmeadodD W'YIIIUOD IHemm: Above/Below ‘ lJfl‘x. '_-I qu —-em 5 doce It. Tuntuutss DtPtu 1’0 0 ‘ndfle It 0 "I [won m lbs I" 2 FORMATION 0' mm. 0' ' ‘ ° — ‘ '” ' ° ‘ ' snAtuu stntuu In. to It. Oeom anve Shoe? VesDNo D I 7- . 8 scum: a ( 5 Vf$OI Tvoe- ‘ DIe.: SIOIIGeuze ________ Length 5.1)“! /0 {an J /5’ SeI between It. end ______tt. humus: Salk! 2/ 9 StAtIC IIIAIEII LEVEL It. below lend swlece drawn SJ” 0’ 35 II ll 40 IO PUMPING LEVEL below I006 dull». It. eItet Ive. 0min. 9.9.0“. It. eflev _ m... ommg __ moan. fin; 6/3" Jan! grave/ g‘almfifia 60 11 wAtEII OLIALItv in Pens Pet IIIIIIIon: Icon (Fe) Chlaum ICII Hevdnes! _.________Othev 12 WELL HEAD COMPLETION: D ... ”9,0,,“ m C] Pétless Adaptev E] 12" Above Gvede B Neet Cement D Bentomte Depth: Flam ft. to 0 It. ‘3 Wan Gvomed7 Ens D No T‘ Mews! Souce at possible contemnetnon .08! A 3.. INCIT I! IIIDC. Ieet Dnectoon Tm mu dcemtoctod noon compleuon D"’D No '5 '0'”: C] Not installed Menotecwvev’s Heme nodel um __ HP _ Volts Length 00 Dim Hp. 't. comitv SIM. Type: D Submeretele D M D leclmocetiu. 16 Remarks. elevetion. source 0! date. etc. \ “7‘ IN“ (IN. II-GUI . 17 WATER WELL CONTRACTOR'S CERTIFICATION: True well we: dulled under my Iuvéedoctoon and (has moon I. Inn lo I eet Ol howl/edge en behel. ..( fawn n/ /M- (a: K ’ REGISTIREO IUS'IESS Mt REGISTRATIOI 000. A“... 74”}, I"- [#57 flat/3% ete /‘:‘°/0-73 FMPORTANT: File with duct] WELL OWNER COPY I ..-...i--. : _'___ _ _. I . ' ““Cj ' mma‘mflmm '- , WATER WELL RECORD MICHIGAN osmamsm ' , . Act 294 PA 1965 . OF . ll LOCATION OF WELL 1 . PUBUC HEAL?” COUNTY IUWO$IIID NON II.“ IIUI‘I 5r. h- '. “Hum-II ilnesll hand-cl hence Nul'llefl (‘ I Igghggnfl_ A Delhi . I. I. I. 1 I ’3 N1. 2 am. , Oletence And Ouorlmn loom fined lntersvclrone ‘3 OWNER (I. WILL. geter Quality Management Facility Michigan State University """” “Sweat address & ClIv ol wall Localmn L00." '“m-"x" "‘ 5""'0" “5'0“ Skelch Mm: TWELL DEPTH. ILL-moleu-dl Dale nl Curran-Iron I 1* I uz n. 9-21-“3 .- — —% — —:—- ——:- -—1 De I' e #BO-A S B Cable tool D Runny C] Dnvell D Dog I I I D Hollow loo D JulIlrd C] 30:06 E] er P - '1- ‘1'- "':-- d T 6 USE: DUomL-SI-c D FuIIllc SUDD’V D Industrv L. I | I Durlgatron D An Condltlomng D Cmrmal - — — - - - — “I. e 1 f ; I ' £11... ...... [x l-{oni tony]: ! I 1 _L 7 C‘S'NG- ThreededB WelnudD T Halal“: Above/Below s Dlam. In-——- I MIL! -———o- Surlace II.‘ T c nus om Yo I " 2 FORMATION '" J, 00110:: or Lm. Io _I’_4_ll. Domh 'Woaohl LIN-’II- snnuu stenuu m. lo It. Doom LOIIve Shoe? Vosfl No Q 1 8 SCREEN: I_Brnun_c1a¥, S S IantainleSS '0“; h" SloI/Gx‘ __10_____ Lenoth l. Sand 10 AS Sol belween 39 It. and __I§2__It. le'noe: Tammany s 20 Standard 9 sunc wuen LEVEL no water Ez'gwn Sgnd ' 22 I}: It. below lend eurIece 10 PuMPlNG LEVEL below lend eurlece It. eIIer hrs. Domino 9.94». __ It. eIleI Ms. panama 9.0.0“. II WATER QUALITY In Perle Per Mllllon: Iron (Fe) Chlondoe ICII Hardness ..___. Olhor 12 WELL HEAD COMPLETION: D m ”9,0,“ m I D Pltless Adaptor E 12” Above Grade ‘3 Well Grouted? Bus D No K m NeeI Cement D Bonlomte D Deolh: From Into 2 Il. 1‘ Noon-st Somce oI ooseoble contemneuon i Ieet _____Dllochon TWO Well dosmIected uoon cormletlon DY” D No ‘5 'UW‘ Buot lnetelled MenuIecturer'e Heme Modll Nuflblr Length oI Droo Pipe Tvoe: D Soonererble D JOI D Reciprocetmg HP __ Volte 61M. It. cepeclty - VII A 2.0 Ifltl' I' IKIDIO IG Remarks. elevation. sauce OI data. etc. , ‘ . 17 WATER WELL CONTRACTOR'S CERTIFICATION: ' ' ' "no ”H was dulled under my gurlsdlclron end "no report re true to the heel ol my knowledge end belIeI. \ REGISTERED OUSIILS$ N NE REGISTRATION l0. Addreee 22] 5 fl. M—SQ EQHBI I 5...... W.MLIO-m-73 Au1 NORI to Itvlltstrnnlv’ IMPORTANT: FIIe VIIII deed. I WELL OWNER COPY “u 100M (Rev. IZ-Gfll - ._ ...... . __ - Lu‘sdg'vhs oCII-t' b'~~\ .L av. l l WATER WELL RECORD MICHIGAN DEPARTMENT OF mmmmmm [II T 29‘ PA ISI‘. 1 LOCATlON OI wLLL. I PUBUC “UM” , COU'IFV ‘Iufifls'IOD Nan- II.” hr '\‘ it. |.. I I“... In. [Trann I. .I ..«r .Hvuluv hunt” Ingham DClIli I. -. r. I 1 I '2 RX. 1 ? I ..." ’Urslaure And I)r—IT-I_llun.II;n:Noea Inlersv- lions . -. - "I” I , - .. ' ‘ I I "a t" ’ Ilu ' I"; ‘ I. '3? _-n.». on 77 n ‘I ' Stu-cl add-use 5 CIIy oI Well “met-rm ' r—-———-——o—-——-—‘1 -_‘< -- — -»‘---——-—— ——--—-—-—’-~~—-- ---—I - - ‘--- - - - ‘- ~-- —--—-~~- LON"? M"; I "I 5'" IN" t"slow She-Ir I. Mm: 4 m .1 9;qu .- .m..- 0" I. ll..I-- . I( null-hull I I 1 O? W c-1q-c¢ , 11 _ .. - .--_.__'._. _ Jr.-- -.--.. ".--; . ...‘-'___.______,.._.__1 F.- .1' _ -:_ __:_ _1 D. d O '.' 31 b [‘5 \- u, .- ‘00! :J “JIJIV D LIII\'I“I C: I). ,1 I I ' CmemuI [Jimm [Jumm EJ-_" ~h___]__4__1_ I T‘—.r-'“—I’.—_;~_N I | | I ' " T 0 ”51 db ‘e:’.Il(‘ [J FIIIII. supply D ln'ludry I- -: | I 4 |u. Dlluqalmn D An (.undlll Innvu D f I‘fllI-fl'J-I- . T : [3w El ..omtorifinzw .... _1_ I l _L 7 BASITeU ‘h'K'J‘I'11m .‘.o-|_¢,.:"D :H...JI T. ADHVI’ U...‘,“ l 'L. W..—t he“! ‘ 'SulI.n_r_ ‘II. 2 FORMATION ""5?” $5213: AL... "' 35 "- OW“ I “'"'°"' ——11 ""-""- 51“qu srnnuv ______m. In __ II. Ovmh lDIwr S'me’ Vnsz r‘: 8 sc mm 9t n esc h" I Hazg Brown Clgy 10 “W ‘ 31 1 “ om; Silt and Brown Sand 28 5.0.1.33): 19 ' __ Length 3. 39 Sat ueIwL-m. 3 I; It. one Q. a It. Gray Clay 1 Furl-nos: 19 tandard Ssnmc wuss LtvtL " no water H. below land SUIIDCE IO—PUMPING LEVIL below lat-d Sulace Il. eIter hrs. oumornc 9.0.m. It. alter hr... Dunomo n.n.m. 11 mum QUALITY m Ports IL»: u-Illon: Iron IFol Chlorodue ICII Hardness Olhm 12 WELL HEAD COMPLETION: D In “mo.“ m D Pltlvse Adapter E 12" Above Grade ‘3 “I'll Grouled’BVe‘ D Nn a, Neal Cement D 3911100“. B q Dwolh; ham 2 It. to 2‘ II. p— tw— I‘ Nverrsl Source ol oossuble Comemmermn Ieet Drrectror. Type Well dnslnIected uoon cormlellon DYes D No ‘5 PUMP' E] Not msIeIIeo MenuIecturer'o Nome HP Volts 60"“. Model Norther Length oI Oroo Page II. cenacnv Type; D Sabmersrblo D Jet D Repr-oretmg 0!! A 1ND Illtt' If IIODID 16 Romarks..elevallon. source oI data. etc. 17 we IWH (Rev. 12-68! IMPORTANT: File with deed. WATER WELL CONTRACTOR'S CERTIFICATION. Thu well was dulled under my qusdrcuon end "In. report rs true. to the best M In. known-doe and bend Frown Drillinc 30., Ire. 2c IEGISTEILD BUSINESS "A!!! REGISYIATIOU ID. Awmu.Z?lf V. E-f? Inwell I Slur-led '_ ______ nut uselzto itPIISLu‘lATlvt WELL OWNER COPY 4:;jflc7EZZfiSI 10-16-21 I GIOIocIcaC‘s'qu small No. C WATER WELL RECOR D f, IJEDI l l l WWII] MICHIGANODEPARTME NT F A ° 4L T 79‘ PA "'4‘. l LOCMIOI. OI WELL L \ Pumu‘ HEALTH .___... - .-.. .... .4 ; - C000“ 10*“*"'9 “4"“ .lIII I . l. 3.1" I.I‘ Il‘ 3. "mu-- 5 Wu- ..unbt' . . q (‘ - I_ngham-- -— ‘ > :- -r_—. pf] ’13 - L. a .0 ‘ 1 1 ' M t. I ? K 0". Olstam '- Lw: OH"L|luH 'Iull.Kl).‘U IntrlsI-IJIIms ,1 (-.‘.'Iib- ‘ I I to uni-«.71: 'Ti' Stu-rel address I C Ity 0! WI " LmJlInn '—Iu QM It at hl-Iuw Michimn Stpte ”nivemlty Mm, ...—--- ... - ...“ SCSI: ICII D. E. #32. L’n “In Us“. II' I! a -Jt.'|I-0_'l" \3:,' I: ..-. 5‘ ' I141\I . .. I C;'?"1t.; ‘92‘9J9'n9nt Facility} [Jain .4 Ltm‘III-lluh c-1n-7° I l _ _.__ .l I ("Iv-3n [j 1". . 5 r- ' l I Board .fiJ ..-__.._ ... ._____-.._. ...- ..-- -_..—_._.4 U b’IIl-lu. bum-Iv fl ._ Ll T'K’h‘ ‘1' D All (O'LGI‘OI‘HIHH D Conn-mu I I I}; Ifc311__tor1r.-r ....» Illa w II o T'. l J Rot.“ . ‘— DllngalII-n D'LSV Well .- _——_—_.-—.=. ‘ . ~ ‘ .. L l 7845'NG- 'llIIcanccEj Wvlnth-J Sworn; Mun-«- BMW- ‘ Div“. O L—‘ HIL' ——JI 'sui'u'OCP—H, fl tulLuhESS DEPT“ TO 24 .. 11 / 2 FORMATION 0' ”"0“ 0' m' '° "' "'0". 'w “W ”“m' n' . STRATUM STRH’UH __ m. :I. ". Death LOU-we Shut" y"‘@~° I: 8 smun; 1 ~' H Brown Clay . 3 ,mStair'le :28 0...; 1‘ Slut nae __LQ_____ Length '2 ' Brown sand 2? 2 5 SCI between 2? It. and 2 § It. Gray ci ,v 2 5 """‘"‘ Standard ¢_—-— 9 sunc wnut LEVEL No water It. below land euvlece IO PUMPING LEVEL below land outtace It. after me. Dufl'omo ll. alto! __ Ne. own-ho Ilwa lvon lfol Madness 1E8 QUALITY II" Parts Pet MIltIon: CMOlld” LC" Olhcl I2 mu HEAD COMPLETION: D In Apoloved 'II D Pnleu Adaolev D I2" Above Glade l3... El Gmuled)E Yes D No Depth: Cl N. 104/ H. Neal Cement D Benlomte l ‘lofll 14 Newest Somce ol ooulble contamineuon Well OISIMected upon rmmlelIon DVOS D No leel DIIoctIon hoe uu A tun out! or uttolo T5 PUMP; Manolaclolev‘o Mm Model lam-l length .1 Own PIpe Type: D Submmslole 8 Not Installed HP Volt: It. cemcuy GJM. U Iecmvocating D Jlt 16 Remus. elevation. sauce of data. etc. \ 620.0 IWM IIOV. T2~GBI 17 WATER WELL CONTRACTOR'S CERTIFICATION: Thu well was dulled and!!! «w lullsd‘ctlon and "HI leoovl It I've mag: fi"?1‘f°fi’¥i’é"‘~58°l“;" ILGISTU’ED Addlcut 7915 '6}. ‘.-59 2( li‘lSTOA'lOI NO. f’owell Inc. eusmus tun: Z. W. 10-16-73 ICfi-o-Ito Iriiisuntwt I rmronum: rn. with dent] WELL OWNER COPY W4 ‘00" ('0'. 12°60! '— ._ .... . ..-L.-. _ ' ‘\ G‘OLOGIC‘L SURVEY SAM". M. [I] [D E] Hill-.1 m m WATER WELL RECORD MICHIGAN DEPARTMENT ACT 29: n um. OF 1 LOCATION or WELL ,1 7 PUBLIC HEIILTH > County _—- “...“- ... “mummy '6 cm“ ...... In loo: 1 Ir M-v IIII.'. . .I - I lkmnm- 'eImJ-r' (n T118355 _ _‘ Dgglhl .. _ ___ L___‘: ., .. . 1 I "- .-.- z. i 2 x w. Olstm'ne A'IJ Out-(tum 0- .m Rom! ntc-lso—ulon: ‘ _5 ”‘3‘“. )I ..~ H ‘i T ' . '- r- 1 . e " e- ' T' n . " .. . :r, 61' ..H...It‘ enmemer. I-ac 1..v - Michigan otate T'Y'fi versi-ty EM... ' ‘ ‘1 " Stlent .tddu-ss II I fly ... Well Lm etion . > . _ I... £33735“ ‘ 7' "It-"lm'lnw _ sIIIZT'IIIIu” ' " (In; mph. .....wn-a. LI..I.,I.I c "Il'v'l- -""'" . ’-—'T'-"T‘_'T'"—‘ l- f. ’ I ' I ‘ «u n. C-10-73 .._.! ——:— —-:—.—1 D. 9:. +33 5 9:} 1.:IIIIo- [00' _j "ular. D Ulu-h [:3 (-0 . l ' ' D H'Jlnw Ind D Jrlhld D “O'r” C] ___‘p P—---—-— —-—-—--..——-— _o— u ‘I " - '4'" " 1’ '- '1" "‘ " T 6 U51 Dllnflrstu' D pullout. Subv'v D Urdu-..TI\ I | l ‘ Dlnmntlou D An (onaIlI-m-ng C] Celnfilflhld — .- — — — “I. e I ’ '1 I T ‘ .I - Cum B x‘- 0:21..-*’.~'s_+:1._-1;.......g=.. l l l 75‘“th Thunldn-OKJ lemma iHI-Iqm Anna-Below link. I Lo—-—l Hl‘lf ————~i Stall.“ I- fl. 0 tmuetss cum to 4m. ,0 '39 "_ ow". 'w...gm 1]. menu. 2 FORMATION 0' eonou 0' — ., STIQ‘TUM STRATUM ___—In. In '1. Death 10mm Show, Vus ‘2' No I I 8 SCRLEN. __menLSmld 18 18 m": Stainless o...- 1’ " SIoI/ux- __lfl___ Lenolh f ' my ; 21 Set between 1‘0, It. and Q2 it. ‘ Flttmos- Standa d __Qmflay V 16 3? r 9 STATIC wAtEll LEVEL No we 1383‘ W h, “1 It. below lend infllce 10 PUMPING LEVEL below lend ewlece sand I! are at c] BL l [42 ll. elteI__lIIs. ammo mom. . ll. eller_ hrs. echoing ___—___, 9.9.0». 11 wAtEn QUALITY III Pane pm MIIIIon: tron (Fel Chloneee lCll Hevdnese ___Othev . 12 WELL HEAD COMPLETION: U M ”9,0,“ m D Potless Adeptev __gtr‘ AhOVe Glede ‘3 Well Glouted'E'Yee D NO Neel Cement Dflentomte ' D Death: From & tt. lo 2] 1!. 14 Newest 'iouvce ol ooeeiole contemnetoon leet Ollectlon Tm Well dIsInlected noon cmletlon DYes DNo 15 Put»: a Not metelled mnulectulev'e Heme model Numbel __ HP_Volte Length 0' 0:09 fine It. ceoecm 6.9.“. Type: D Sumluble D J“ D Rocwlocetlno _ use A ten euen I' unete‘ 16 mm. elevetlon. sauce 01 date. etc. 878. / 17 WATER WELL CONTRACTOR‘S CERTIFICATION: Thu well wee Gallon «noel my Imlsdoctlon end the recon ls llue ‘ . to the Inn at my knowledge end bellel. e 'N N REGISTEIIO lusmtss NAM! lulu-Anon no. Adams: '79 ' ' - -n . Sunned L . [M 10 16 ,3 on s lute “I Fmonuut: m. with deei] WELL OWNER COPY J l . ‘\\ ... ' ' l l ]l UDLI l l lLlJlALl. 1' . ~ .1 I 7 /‘ 13 3 WATER WELL RECORD MICHIGAN DEPARTMENT ' ACT 29‘ PA T955 F 1 LOCATION OF WELL I . PUBLIC HEALTH 72.0.00" ***** . Townshtp Nome chllon Sectton Numb.” Town Numbet Range Nunbet .. a 56" __Elitghanv . Delhi as I; L} 12 1 3 w: 2 x/w. DIsIence And DIIectIon lrom Road tntevsecuons owNen 0F wELL; . ‘ N1 3 no.1 Michigan State University .25..." Q ity Management Facility Street address a. City 0! Well Location LOI‘MI' “firm" "1 ”CW” 5"0‘“ Sketch Mao: 4 WELL DEPTH: lcomoletedl Date of Comoleuon ' I I r T I I I . D. TI. ‘31, 1&9 "- 9-11-73 F- ‘II .. _:.. —:— .... . , - . , 5 Cable tool U Rotetv [:1 Dtiven U 00. | l - I“ _ . _ .-. _. . _ . . __ “.0 Hollow rod D Jetted m Booed D ' _ .‘ * .... 1--f>ft"‘ T t. r. 7.. 4 y 1. it. ‘ , ‘3' G U59: DUO-nestle B Public Supplv- E] Industry» 11’. ~'3 I- I | I: [f :1 .m " C" ‘4 , ‘ I ' _ .f’ Dlmoetion . D AIvCondltlon‘ono D Omelet .' 4“: T I :33 '. .'.i- ...i;_..".;, ; I : -. _ , . ’ IQILngvawL. Monmm ‘ ‘ ‘ ’ l l ‘ J: ' l -. ‘ . f. ~ L» L _I ‘ . h 7 V ’CASING- Thtoededfl WeldedD HeIont: Above/Below . " ff “_1 MI’LK —-'—-d ‘ . . ‘ ‘ Sutlece 'To' 5 . 2"}? ... _ . . . Tu CKNESS oenu To - , ~ . ' _ 21. * » ‘ “I FORMATION -.s‘..‘.-':‘ - . _. '- .. IOII' aonom or ‘L'"' to “‘7‘“ Depth [nght "”11"”Tn" .= 1.4-. . - -. '~‘ '. '- . STRATUM STRATUM In. to - ft. Depth lDtivo Shoe? Yes muo D ' ' ”M, . ... . _. ‘ . A 850mm 3 -~, .. . .. Brown (:13, ~ ’ . '. - 3 . M”: NO GREEN m:BmK "BIL ' 5;"- L — . . ~. . - , Slot/Gauze Lenetn.v ' . , - t l ' ’ , l ‘l ‘ m Clay 2 'Set between-___Jt. end ' Tt. '_ - _ '_; ‘f "2;, ' j . " ' ' Fmims: ; . - 3 ‘ {1’71" . « Brown on: " ' ‘ 7 Gray Clay 3 Gray C19; 10 9 STATIC WATER LEVEL ' It. below land eurtece ° no water ' 10 PUMPING LEVEL below land surface lt. eltet hrs. amino 0.9.0» lt. alter—hrs. Dunning ___— 9.94». 11 WATER OUALlTv in Pans Pet MIII‘Ion: My All Gravel and 91g: 0 Sand Stone ' 13 am 350“ 2 ElPitless Ademev E 12" Above Grade .3 13 Well Gtoutedtflves D No - g Neat Cement Daemonlte U Depth: From Q h. to 21 lt. T4 Neetest Szutce ol possible contemneuon Iron (Fol Chta’tdoe ICII Hetdness ___OI'W' 12 WELL HEAD COMETTON: D .0 Agnew“ fi‘ @M”%$BF§SBQ \1- leet ___Dlvectlon Type Well disinfected upon comoletion Dyes D No 15 PUMP: B Not InetelIee Menulectutet's Neme Model Nutter________ HP___Volte Length 0! Drop Ploe ft. (:89.ch 6).“. Type: D Sumtsible C] Jet D Recimocatlng I ' use It also sun It nuoeo 16 Remarks. elevation. scarce of data. etc. 17 WATER WELL CONTRACTOR'S CERTIFICATION: ThIs mull was IlIIlletl under my Iunsdnctlon and "us rope" is true --t. . - - . . . to the best at My knowledge and bull-fl. . r! Bram D23 11135 CO Inc . 2§____ ' °£§I$TEPEO Juana” NA - REGIsIaETIOV n . '1 ”179’! 22 I 5 'J a- S/EI/ I! Otis I ; ‘Iflffs. ...,' _ / , C... .... ' ,2! 1‘4 //L. 1 1V — J O- J 6 2 L___.-. __‘ ,______ --.- . J" -1_ I I.’_\ One ‘3 . 05;", TUU‘T Tux-w TT-fii- /. '.')‘Ql¢l:." "1", -)€\TII'iL I ‘VJ‘ GEOLOGICAL SURVEY COPY e ._—_'-—-——. —.——. GEOLOGICAL SUM/Ev S’AMPLE No. 0 . ' \ . .- WATER WELL RECORD MICHIGAN DEPARTMENT - ACT 29¢ PA l965 0; 3 "LOCRTIoNfioingLM I - . PUBLIC HEALTH mmammm‘ £98118.- . Delhi 0,3 v. 4 l'. 1 3 Comrtv Townehto Nome Frutlon‘gé‘l Soctlon Number Town Nulnbut Rang. Number NI: 2 am. DIstnnce AE Orrection lrom Road Intersections 3 OWNER OF WELL: Address Street address R City ol Well Location , Michigan State University water Quality Management Facility LOCI“. "Mia" "I “can Selew Sketch Mae: 4 WELL DEPTH: (completed) Date ol Completion I 1 I ' I | l . 30 n. 9-11-73 - .. J. .. .... ...}.-. _ _., .- . : . D. V. #35 5 El Ceole tool D lloterv D Driven D De. = l . .z- ,-_- .'»’ ".3 . ._ v , ; . 4 . I t .5351... ' 51-...” J. - . ,_ - . .. , ‘ [j Hollow rod 0 Jetted D Bored ‘ U . 'V' I‘- ‘J""’:‘f"f“‘;"‘l T. _ {v.1 - .a ,. ‘ ‘fv‘i‘ 1." I, , . j ..z '; 6 ”~05- UDornesIIc 0 Mt: Supply U lndoetry ' l ' 1-..." Cl?" ‘ 5"." ' ’ ‘ ll .' "if . Dlrriostlon D Air Condltlonlno B leel "-.fl--T}7~_'T~<-" ’m' $1793."... ' ,_ '- 3 I ITest Well -...[J’ -J ' . .r ' .' I. ‘r 15313.33] . . 1“." .ln'“.:-V.'4..V ..." ‘ -:‘ - - IL . -.' ..-; ‘.~-,-‘ 2. -f .‘.'. ‘ I ' I l . ‘ .'= I" , ‘. . .. Lg: .'_. ~. f. ' 1,: '~ '- ‘ ' 7C_ASING' Threededai Welded Ildloht: Above/Below . ‘ . . erf- ‘ ' ”1:.“- . _‘ . ._ . --o-—-- I run: ‘ " ' ‘ ‘ , Sulece Ru} ‘ ', ~ .' ~ ,- . I - , ‘ _TIIIcrtrrEss DEPTH to . ’ . . . ~. _' _' 26:9. a -.~.=;=r.-? FORMATION 3m: ', £529: or tonou or A“ '° '2" " 0”; lw°'°"‘_-—11"”/" ' __ . 7‘s. ‘. . , —"< I STRATUM STRATUM - ___In. to It. Depth lDrive Shoe? Yes EINO I I ' L‘ ' ,1“. 7' - ' 1- , - 1 f - ‘ , - ‘ ~ _ . 8 SCREEN: A .V . -. . ‘ MW ' ‘ ‘ 11 L1 Tye-z..__..__. Stall—93!.— DI»: ‘I" ' ‘ r y ‘ 1 . ‘ ' ~ ‘ ‘. -;'.3 ' ~" ~ h 2‘; l 4 - ‘ !‘ W’J . ' s'oum —Jfl—————— me 3 . .. - , . ~ ._=\ Med 9 3- _s.. ...... _2;_ a. .... _3g_n-. . , J... I _' ,, ... .- -' Flttlnoe: ~ ’ ‘ " _GraLSilt » ‘ ' am 3W . ‘ - .. 9 STATIC WATER LEVEL ‘ , - A I No water - - . lt. below land sortece 10 PUMPING LEVEL below land eutece . __ It. alter hrs. amino mean. - . * ft. alter-hrs. cunning . _ .._ 9.9.1». = . - -. ’ . , .7 . . ‘ ‘. 11 WATER QUALITY In Perle Pet uIIlIon: ' tron (Fe) Chlorldee ICII ' . Herdness other D Pitlese Adeoter i " Above Grede . ~ .123? f. , . '3 Well GroutedTBYes DNe " ‘ V ' ,‘ - BM" Cement Daemonlte D ‘ . f" ‘ ‘ . . . . Depth: From ‘2 It. To g! It. ;,-, . ' -_...,, ‘- - ,, _ N Neerest s-urce ol possible contemlnetlon ' 3 , ' leet Direction Type V Well dIsintected upon cormtetion Due E] No '5 "1"" I; Not Installed Manufacturer's Nettle Model Number HP___Volte Length of Oral: Ptoe It. cemity 6.9.“. Type: D Soemrelble D Jet D Reciprocating ' use n the sneer Ir nteece 16 Remarks. elevation. source of data. etc. 17 WATER WELL CONTRACTOR'S CERTIFICATION: - Thos well was dulled under my lurlsdIctton end "It! report is true «31ch MN. I" UHILLEII. U“ at. ' to the best ol HIV knowledge end boner. ' t I W 3? Inc 26 . . .-- ' r"- - . I! E o I e REGIsTIuTIorr no. Address __ " '1... ’59 ___—39W— \.‘.Y"‘ITION gt, / I, sum 1*; z 1 I... W _mslé-LL—v TT‘4 (,1 7 . 1 com 100M III-n. I2-6III “fir" I on P'“" A ”E GEOLOGICAL SURVEY COPY .-.... -..—... __..- -. ‘~_. ~ p ~4. _. . “.7 GEOLOGICAL Sullvtv SAME No. wmea WELL thonp AC! 294 , _. L ounlv I ; ° Iownshvl- Namv __“I. Alaiedon I LOCATION OF WELL Ingham UIbllmce A'IO OIIIICIII n hum ‘In no I alum cho"I _-_LLn_k PA I965 \ in" I. ,. p7 BEIEDITITIITJCU] MICHIGAN DEPARIRIEN' OF PUBLIC HLALIH IJ""""'¢u"lII ' v II . . I' - NJHUI- Nuflb' ’ V 4' P. y. l ‘I X I'I. I.” I» c , ,I f I ., :'\.'.'.I-I u . Brown Sandy Clay 1? ‘I' ‘LV “1 v‘ it‘v "R a ‘QQ‘ tn 4 .9-.. “Am ngf flrub .ac111t3 Vichlgqn State University In~w Show! ROflIuSI 9. CIIy n0 Viv” Loralum P.- | or my v. "I. ""x r'IITQI-CIIBH below 5mm“ ”do; 3-9,“? nil-P1)?“ - 1::UII'I—rdI I'UJII- .I c.~:(—.I.1...n I II 1' 1 / Lo: 0| c—J 3.1.71 'I ;- *-:- -- —-““--:-:-—'-" ‘ —'-— ' ' __ ".l _ _:_ _:_ __ Do I. o .. 30 5 ... C .-_,,,. . ..I' 1“! av...“ [3‘ o, v ,, —[“J 0.. . . I C-u- II.*D‘.(' _D lulled 'D“ hund L]_____’ ( , __._ .. ___.- .....- "--"—-"L-—:_"'* T 6 USI- DIIIN- SII- _Lj Pu! I bu. pH Lj IIIGUSII\ I . ' . EIIIIQ‘II'DH D An (‘I IIr‘IIII I II I" D ( (Inna-II I4‘ I- - - - - - - - 1 W. ,- 1 T : ‘11“"‘.‘" —g_ lICI‘j Ito-rnir — __ l i 1 __L 7 fiAS‘."CI Thu. IdI 6L} _and:dI j INCInI" Amwv. 8w“; .L—v uvu ' . SUI' “‘II It. , Imcuuzss own to 4 (‘3 . 1.1 . 2 FORMATION or aonou or -——"" “" "-'—" ‘ ”"‘ Iw“°"' “w" " ,_ . SIIATUM SYRATUM ___In. |o 9' Depth IO'IVC Show? VVSENI‘ 1‘ . 8 scum. ‘ II Tap 5011 5 5 “w,§t21n1ess o“; a $00! fact .__ln__ Lenolh '3 I Se! lwlwvon ('7' fl. and 5". II. FIIIInos: Brown Clay with Gravel 15 12 Standard 9 STATIC mum LEVEL Gray Clay with Gravel 7 39 «ImmeMIWuu “0 water Gray Silt Gray Sand with Gravel h 10 PUMP”: G LEVIL below land suflace h. an" hm. comma H. the: rut. amumg 11 man QUAmv m Pans PeI M-llIon: Iron IFeI (Maude; ICII Havana‘s Olhov 12 WELL HEAD COMPLUION; D m ”0,0,", P" D PIIIc-s AdaoleI D 12" Above Gmdo '3 w-III GrouIed’ans D No E Neat CemnI Daemomu D Dth: ‘HIV‘ 0 1!. lo 2, "- 1“ I‘vmwsl Source 01 possmlo conIamInaIIon Ice! DIIOCIIon YVDO Well dasmlecud won cmlelvon By" D No ’ VI! A zuo sntt? Ir Into“) IS PUMP: a mu Installed Manulacmver‘s Nam. Modol Mum! Lenglh 0! Own PIDO HP VnIIs II. county 61.3. Inc: B SumrsIbII Um D Rec-mocumg 16 Ramada. elevation. source of data. elc. 2&9.C> “7d IOOM (Roy. II-GBI [ IMPORTANT: Filo wifll deed. 17 WAIER WELL CONTRACIOR'S CERTIFICATION; ThII we” was OIIIIed undeI My muse-Chan and "us I090" It Inn I0 "I. hes! M "W knowIeduc and hunt, B “W “*7 Co“ Tncg 2‘ noun-Ito BUSINI5S MW: RIGISYIHIOII no. Addoeu ”21 5 HL ‘.'.. {50 11:13:31 1 SIoflvdL £021 "3 W .1.3a.:[_ gutsy.“ Iv WELL OWNER COPY . I x \ . . -_—.L-.. -4.-.—-— GLOLOGICM. sunvu'swnI No. C: ’ Llj Ll‘] D Li I V] m m] WA'IER wm'Rscono mcmmuogsmmumr AC? 2!Il PA nu". . I LOCAIION OI WELL I - . ”“5“” ”MU” gouniy -.. - luv unlup {‘44- ‘IIJI ‘IAAII ' -. 'w. I. . iI»-.A . P‘ I'I..II-I H.009- f.u" . ’ I a ; Incrhatr 51G18’30I I I I. ' g ' I , :33, '1 I v._ "$337851"; LEI-«7W. I. n. ans—d InT-'-I_;I—~.'III;I~.-.” _ L .. ~ ... .2 . . ' ‘ ' I 1' A. '0 l A. . 0' . , , . - ‘ , IaIer ,‘. . J nag treat FaCLIIty Vichigan State Inlrerslty AIL SIII-III nfinII-‘Is 5. ‘.||\ I ‘ VIII-II [0; Hum LOCIIII- “Rani" III GEN—(III IS—efiz- 5&9“:ng Iv: ._ - .-- i 4 \M I_ 3.7;}: f ....Ip- 3.2. - u_.I. ..I L:- a flax-.77- f“ I‘fi‘ ..- .- z . .. . . . n u *3? ‘r ". °~2I:73 o o _' " :' “"“ ‘ ’ — ",'_—-’ ' "_‘" ":'_ ’ ......“ ‘—‘ -—_£_._:- —.:_ -.. sn'jI HIV. :3 FIIIIV I: L”I\‘VI DJLI'J I I | [I “ IA I..~ [3 II'HI'II ' I: tummi D ‘ ...... I I--—-—:---- - -—---—I -- _‘- - -~---—--—————-——;—-——----—-————— * I. - .1— -— -|L — —:-— -- < I Ubl' D‘IH" .-sI. b $2.24.; snow, LJ IIIdIuIIv | l I I C N J ‘Iwr. B AI- L.v'\OIII ..IIIII] D C(Iflfll'l. IA *-fl‘- --r-Izm- ~n : w . ...- I T . ____-;J;::2:1MWLJraIQIJ;LQAAJn.======a===a J I l L 7 I. ASI"U- TI---..IJI~ITI‘q \‘IIIIIII:I1[J.1' HI~IpIIL AIIII'IH‘ Brian 5 I'..InI. , . -I-o—— I an! ——.J [bud oat: II. I Imcmzss ncpm 1.. L; .. . ‘3 ... VP h 1“ m I" 2 FORMATION or sonou or -—- ‘ " ~43" 0'" "‘ I ‘ "‘ ' ——"“ " " .' sunw smuuu __ ___I‘I. n. -.__ II. (I. am 10mm Show? vI.-.~ E :II: {—1 8 scnsm: V "f- I- ' I. Brown Claw 5 5 "m,uvaiflle$> om, L SIoI ‘6)“: 1 o — Ienglh _3_' Brown 88 nd In 15 Sm halve-um '3} II. and 16 h. FIIIIIIgs‘ Standard 9 sumc wnsn szu I n I‘D Gray Sandy Clay 73, . '. a - ILDQIOIIIIand suIIacg ' C “at—'1‘ IO PUMPING LEVEL bPInw land suIIaCI— Io ;\ Gray Sandy Gravel 16 II. IIIEI ms. pummo 9.9.m. II. aIIcv hIs. panama 9.9.m. II WAIER QUALITY In PJIIs PeI MIIIIOI‘. Ivon IFeI CthIOI'S ICII Hmofiess ___Olhm 12 WELL H‘AD COMPLETION: D '" ADD'OVOC ’II D PIII ’ss Adnme' E 12" Above (‘Imdo ‘3 WuII GIouIed’EYes D No B Neat CI-nr‘II D BenIomIe D Damn ham—If II. Io 2 I II. I4 Neamsl Smuco oI pots-DI: comawmnon IoeI __ OIIchIon Tvue Well dIsInIeCled upon cormIeIIon Dves D No ‘5 PUMP' a N0! Insnllcd ManuIactquI's Nm ModeI Numbov PIP—Volts Longlh 01 Drop PIpe II. capacuv CI.P.M. Ivm. C1 SumnIbIe D .301 D RechocaIIIIo . "I! A 2.0 I“!!' If manta 16 Remarks. elevaIIon. source of data. em. 17 WA‘I’ER WELL CONTRACTOR'S CERTIFICATION "us we” was. aIIIIoa under an IuIIxaIcIIon and "II: moon I. Inn: Io the besI o! my known-Ism- and panel. Brown Drillin: 20.. Inc. 26 IIGIS‘IHED ausmtss III-«It ItGISIlnIOII ~o. Adan“ 2:31 ( ".__§.-59 “0978' I I/ I" Dan! 10 -1643 Sognrd “7‘ 100“ IROV. IZ-GBI IMPORTANT: File with dead. WELI. OW'NER COPY ‘1 \.,.~ ‘ ' w- . ~\‘ _. ‘ l ' “mmmmw '"' [IJCDDUTHWIID WATER WELL RECORD g mcmcm DEPARTMENT - . AC! :94 PA 1965 ,5 OF 1 LOCATION OF WELL \ PL'PL IC HEALTH COUMV “mummy Name “JLMH- lbw l-un hw- .4" Huau ulna-:1 Hango- Nun-Lu" Imham I °A1a18don “ 9‘ I. A I, l 3 Ni! 1 I w. \ Dnelence And Onecllon hem Road lmmseulone Michigan State University ‘SNOO' eddveee I. Cny M Well locum» 3 (mnuc 0| mu Water Quality ?anagemont Facility Aim-ram Locale an!“ "X” m nor-Chou Belt-n Skolch Mun; ‘ Will DFPYH' IL amnion 1| Dal-z 01 (0";7‘04106 Gray Sandy Clay : g I D. u. #38 b9 ” 9'20‘73 .. -..} ._ .:— .—:- —. 5 [i Cnblu Incl D Row; D Donn-n D Duo. ' | l D Hull-m m: D Jew-a D smud D— . " " 1"”‘t- ":- " " T 6 USE- DOW-5hr U Pull“: SuDl’I’v D OHCUSUV b- -'|- - . - -.- --‘ .... Dungnlum D An Conaulomnu D Conan-[cum ' T : Ijuuwwl g]_hon1torina J— ; L L 7 (3‘5"‘0 Imam-am Welds-dB Heaohl; Alqu’BeIOw ‘LO—I unit -——-4- 0mm. Suvlace 11. 2 FORMATION we?” $52273: 39—m- "‘ 52—“ 0”” l“""°"‘ -u—-""°’"' SYIAHIM SYIAYUU __m. lo __ '1. Depth 101w: Shoe? V'fl No [:4 8 scum: Sand 1 5 Tvuorms‘ DI..2 a" Slol 'm 10 Length '3' ' Brown Clay 5 10 Set belween 22 fl. and Lu. Fillings: Gray Clay 1o .20 Standard 26 9 sum: warm Ltvn 1:. below land eudece Gray Clay 11 3? ll. elm __lue. among men. Gray Sand. 5 1‘2 ll. aller_ Me. cunning __ mean. 10 PuMPlNG LEVEL below land sulece 11 mum ooaun M has Pet Mull-on: "on lfel Chloudee 1C1! Hardness ___Olher 12 WELL HEAD cowunovu: D m Away“ m D Pullces Adaolev E 12" Above Grade ‘3 Well Gmuled’EVee D No 8 Neel Cement Dunlomle D Oeom: From 0 ll. lo 2’ ll. ‘4 Neueel Sauce 01 ooseub-e comem‘neuon feel __Divecloon 1m mu amnlectod upon cormleloon Du: C] no -° I!" A 1'. OIIIY I' ICIDKD 15 PUMP: Nol inelelled Menulecwveo'e Name Model Hamlet HP___Volle Length r' 0:09 Pm. ll. ceoecilv GJ'M. Type: D Submennble D Jet D Recxeteceling Q 16 Remks. elevation. sauce of data. etc. -§69.I “7‘ "X3“ (”Ov. '2'”! 17 WATER WELL CONTRACTOR'S CERTIFICATION; "us well was dulled under my mueducllon end "we upon us lme lo the best 01 my knowledge and beluel. Brown Drilling 80., Inc. 26 I(615?('(O IUSMISS HAUL ‘(GISYIIAHON '0‘ Addless 2215 '61. .1‘59 HOWCI]. 5...... 14.13% fl‘:¥:_"m1_o_-16;73__J Au nomzto It unum: I IMPORTANT: File will: deed. I WELL OWNER COPY ‘ GEOLOGICAL SUM/(V SAUPLI NO, :] 1 Logmionor WELL 1| ' WATER WELL RECORD ACY 29‘ PA "3'3 1 ‘ "I" “ r ”’ “" [DEED , . MICHIGANODEPARYMENY F PUBLIC HEALTH . Conn” ‘uwnxmp HJI‘I-v —.- ...—.———~- __fi ... Ouunce And purer-non h .m R. no Inlet w I loom. Fichlpan State Stu-M ndmn" 8 Lllv M W .n HK‘JHOfl Algledon “...—t- - __u .—...— --.—o .__-.... - Un1ver31ty _-.‘ . .. -.....— Lo1.Joaw~lh X" In ~I-I Ium hmlnn .....41ul. : 1 Stun-h Man D. W. 339 .IJ. ‘I -\ I q p. l D 7 l“ 'I " I. .n-'- V ‘I' n '- f“ "‘h-‘I N-I'Ifl" NIINRI' I I " Q I c ‘1 . '4 s. o 1 VI. :2'_€-2" Quality ‘129‘.-a"e'.':nt v790111ty ’II'L ‘1‘]: .3" 5'14— 1;.:I~'In—u 'r-‘T (L— 0v 21;;(‘Iulunn' n (.107. :-1-~-73 ; 1.4. 'I ‘u‘ {j RI"! .'H\ L] Guy: [3 0.; V 7“ [:1 HII ma [-1 film: :2 ___-D hon-n D-___' . _._ ___- _ _ ___...__4 LJ! our m. J Pul- “t. 51 NOW D m- 9. than D Au Cun‘oh mum D Louvre: Id. [.11.- \1 but ll £j___ 3:10“;- th_ 11-” v _-_——_—:—:_-==.I oV-KLIIK'1- hm )q1rn{‘ I'm IIIImD EH- .u' I] AI. mu- ’6. I My {'IIO'YI. Swim e ___—n. i I lmhnh , Lb! “7d 1008‘ (lav. 12°68) " I 7*‘CVNESS on" 'o .. JP ._ .- I] . 1, 2 FORMATION Of BOYTCM 0' m1 1.. H. 0.1": '1‘ ugh! _‘_ It x. l SYRATUM STRAHJM In, It - H. LIrmh anw' Shh!" Vet. E] N - r. 8 acm 1r: 4- . -. :9 329m 9] El 1 0 lg 1n» , S .81 )1] "-~,- Dm; Ll» Slot 02:7}; 1 O lung!" 3' ‘md; 11 21 5.1 lwlwo-en J P n. m 2] n. Fun-nos: Standard Ssunc mum LEVEL ITO water n. beIow lane suflocc 10 PUMPING LEVEL below land Sud-cc n. «he: ms. momma 9.04“. __ M. .IHCI __ ms. .7 .. - 0.0.m. 11 WATER OUAUYY m Pans Pet Mulluon; Imn IFel Chlondcs (Cll Havaness 0mm 12 MLL NEAD cowunow D m ”may“, ..., D Potless Adamo! & 12" Army. Glade ‘3 We” (named? '2 has D No Noni Cement D BcnIomle D Dram Fvom L.) H. to /C" H. N Names: Souvce at oossablr conurmnuoon we! DuocI-on Tu. Well dauntectcd upon cmolchon Dun D No ‘5 PUMP: El] N0! Installed Munu'aclunt'! Name Model Nuflbfl ___—_— HP__VoIIs Length 0' Own Pup. _n. caoacuv G.P.M. Yvoc. U Sam's-Mo D J01 D Reciprocatmg _ us! A two antlv l' uttoto ‘6 Remarks. elevatvon. source 0! data. em. '3 7g . g 17 WATER WELL CONTRACTOR'S CERTIFICAHON. 1'th we” was avulcd nude! my uuusdlumn and "NS coon" II "I10 ‘ co IN: hL..| N n y kmwlroae and bohci. Brown Tr1111r~ 30.. Inc. 26 "615an aunnlss nut Icclsunmu :10 H O. o. Andres! s” 21 f. 'n' o ‘59 I‘. owe] 1 Sroned ”(J3 -% [LA/{JO WHIE’ v..-; :[w .(p u sgntlhvt [ IMPORTANV: Fflo wifls deed. I WELL OWNER copy '3 ‘JT‘O' ((0 “I"! EffiflTlvl I. 1' u ' ‘ GLOLOGICAL Suflvtvsawwt MI. I'— "’ ] . I I I[‘I‘JI':H ”I ‘IH'I III IIfi‘I I WATER WELL RECORD MICHIGAN DEPARTMENT ACT )94 PA iin - f I LOCATION _0: w&_'_LL I - ' PUBUC “MU” Conn-1.. ~ - Xufinxlnqu .1 1n. I0: I I I al I“: “0 O a . ¢ .13... I In .0 u 2. r ‘ a I. , f ' n . r‘ L- . 3’73”?! 1.-.... £115.13. {’1 --...- - _ ~. -. - .; N x 1 1 I I- ( Ouilann; Ana Luca-9n h. v. H Id hm-r-«wthmu ”.33.”. .z . '1 r- ~ I: . .. . . “392‘ 235131," ‘erm'rél%=‘.t FOCU‘tv Ilcnipan Utatc .mhcrsl Ly L”.-. “ ‘ Slvevl afldn-ss 5 L a“ u! hnl' [m anon r—Torataxia:'i--’--.'§TI'-8v7 IT-n'uw T‘ sC-TCICE ..r T ' --.. 4 v.1 (Efflu— Tifmuuu- 1, 1......TJCIMIH..." T 7 F— . A ,‘ ' .~ - ' ' ' " "’40 L. --L-_.._‘----t'-. -.-- --.---.-lZ’ - 4...“... p—'——:——:——4 ' .. :‘KJLJIIOI- .0 [_IFTH'. -'UtI\--" D;.. | ' T D ‘1! DA II '9 D .l.""d D ROI-‘0’ ‘~.—. I - ‘ _ ' ‘ "'—"' ‘ ' -“.‘l .—-—- —"-‘ —"—1 . '- - .1——"L" —:- - d ‘r G ”5’ guru - '1“ LJ "a! In Supply [:3 Indnx‘luy I I | U Iuag..I-.m S An Lunnnlunm-Ig a Cour-v“ u b-fi—-T--l--< "I“ ,,.. .1 [Y ..fi1‘l‘.‘.nv~§n ‘ I I ..-—_I-IL‘W -- . _HJ ...-.x_.:.__.._.~=‘-—-—---a---_-.:=a¢ L 1 7' :‘5.~' . 10".:401 at I 3. "|| --v _ ‘ :H 'IQ'IT “buy.- H.""V. l LJIJ' ; Lo——— ! “It! . ‘ Sul'fo.‘ T'. I “Nu“ :m-w. L; i"? 'w .11. w I . -_ . . _, _ ..‘ m I . . 2 FORMATION .' two-I m —" "" *‘L r" "' ' m ‘ M ' .— I S‘RITJM ST‘ATUV 11m. to 7 0!. DI a!" [LO-um $hou ' VIN ifv . -_I- ’1‘23--—.- " ’ ‘._—- ~ _——L.q _t‘ :w "H M I . . I- Brown Sand :& Gravel 20 20. n... 31391? 7 '3‘5 0...: "" w r A Sun “.28; ___1_'_____ lung"! 3 A Gray Gravel some C1 ay 5 25 s... ”......" a? ... m 'I" n. hungxz O J otqndar. Sand-Gravel trace Clay ‘ 30 -.- ,_ ‘ ‘ ' 9 sum: warm LEVEL 3‘ 9. f; *~___ H. below land swine-I C '3 ‘r l0 PUMPING LEVEL “0"st umo suflace h. utter ms. Dump-no moat. , H. when # Ms. pumping 9.0.Ih. 11 NM“ OUAl ITY m Pans Pm Molluon: I'm—.15", Chlocmtn ICII Hardness ___Olho-v . 12 Win Huo co‘MPLEtION; D M Away“, m I I P.Ilcss~ Aaaouw E 12" Abnvn Grad;- ‘3 vuau Gmuted’gwn D No a Nrm Co-mo. n: D Gunman. D Lh- ~mh horn L? ".104! . h. ‘4 N-umu Soucce o0 possIbIe conummanon 12c! Oum'lnon Two Wall can-Mocmd upon convict-on Dvcs D No ‘5 Fun". 8 Not Installed Manuhctwcr's Home ”Cd.” ~917va ___-___ HP _ Volts [cumin o! 0:09 Pane ,N. run-cm! -_ G.P.M. Tyne: [j Submersuble D J” D Rec-mocatmg ‘ ust A 2.00 an!!! IV unrato 16 Remarksfelevanon. sauce of data. etc. 3‘? 7 17 WATER WELL CONTRACTOR'S CERTIFICATION ° Thu. who-ll nu cum-a undo." my mnsd-L‘Imn and "Ms won" 03 two ‘ to Me Inn: 0' 1m hmmImtor and bone! Pmm 3.1:). 11112;. 45.31.4113“... “ ’- ILGISYLHI' I! Swiss film: Its-sun m ~o Adan-k‘ ...... 7:1 ‘- ru‘ I... SO HOWE-31 K/ j, M 1 f 3 J Sugned “‘ 1 %fi rpm ( . ..., 067d 100M mu. \Z-GBI IMPORTANT: File wiEh deed. WELL OWNER COPY O W..»..-w—Mm M n -.-H_. ....~.. - _ ...- GIOLOGICAL mu 3m! No. I- I WATER WELL RECORD ' ‘ \ {DEFINE—1‘ ‘ ‘ mrm MICHIGAN EEPARTMENT - ACT 29‘ PA was» - O 1 LOCATION OF WELL I ‘ L PUBLIC HEALTH Loan" lawn-duo Nana hm mm . _ I5". “.“I”. ff‘u‘tfif't’ iuwn h‘mnl-W Range Nani-rm Ingham _ Meridian . -,. ~. ; 31 ‘l w: 1 1m. Dmtonco And Dnocnm hum Road lnlmsvcuons Street Addvvxi & Cltv M We” Location Michigan State University 3 (“Huh Dl b'uLl. . water Quality Kannqement Facility AUOIES> LOC"—'«;'T‘T‘: ‘ "“ soctmn 59'0“ Sketch May: 4 WELL OLPYH: u Omlllt'll’dI Onto nl Co-nolelwn l I I 53 "- 9-1 “~73 r. c—ull —— -:— -:- c-n-I D. 'J . #ul 5 a CnDIe ‘00‘ E] FOIJUV D D'IVI!" D 0‘09 | I [:1 Hollow cod [3 Jetted - D Baum D “ 6 USL DDomestlc L] Publ't, Snowy C] Industlv Dlvngotion D An Condutlomng D Connletcoal DTL‘st well B Egg] 2er 9:" -T 7 SAS'NGi ThchOo-dcgj WeldedD |Heuamz Above/Below lam. Sullacv It. 2 mama.» $51.33. L .. 53L"- ...... 11 Stlu‘wu stutuu m. to h. Depth 1 Dvwo Shoe? ves Elva " 8 SCREEN: NO SCREEN Brown Clay 10 10 in”: - Dug Slot/Gauze ___—___ Length Bram Sgnd 10 20 Set he!:vecn_ tt. and ___—it. Flnmos: Brown Sand Gravel 15 5 Dark Brown Sand 8 “3 9 sumc mum LEVEL ' ft. below land suvhco Gray Clay & Gravel u, “7 Gray Clay & Gravel ll 58 10 T’UMPlNG LEVEL below land smtaco tt. INC! Ms. ounulno moan. it. alto: __ hos. oumomg ___—— 9.9.m. Rock 59. T1 WATER OUAUTY In Parts Pm Multan: lion (fol Chlou-aes ICII Hardness _ Other _L__ 12 WELL HEAD COMPLETION: D m ”cm,“ m D PITTC\! Adaotm 8 t2" Above Grade ‘3 Well GIWIOG7EYO’ D No 8 Neal Comm E Benton". U Depth: Ftcn Ct. to 2’ It. 34 dearest Sonic. 0! oozsuolo contammanon lm Dina-on Type Wall duslntoctod upon completoon Dre: D No ’ HI! I 3.0 III‘Y l' IIIDKD '5 ”W" E] Not inst-ma Manutacwcoc’s Name Model Nance: HP__Volts 6.7.”. Lengm at 0:09 hoe h. coonltv Type; D Sum-mm. D Jot D lociptocatloo 16 Remarks. elevation. sauce 0! data. etc. <59 1. ; bifgg *4 bil/Oh‘ 7t ’ -.v.-".'f‘L 8 “7‘ "DH IROV. 12.68) 17 WATER WELL CONTRACTOR'S CERTIFICATION: Thus we" 0 the best 1 My wledoo and bohel. rown'brillinz Co.. Inc. 26 RIGIS Adams: was dulled undo: my lunsdlclnon and "us noon at two tuco Busmtss nun: Itclstlnlovl no. 7215 W. N-S? Howell 10-16-21 I monum: su. wlth dead. 1 WELL OWNER cow o»..- c’ (BIOLOGICAL Sunvtv saw-u No. [: [I] [:1] K] [1:1 1"] [leLT] ‘ WAIER WELI. RECORD MICHIGAN DEPARIMENI i . AC] 294 FA 3‘01" 0; . I Loginonl OF thL l ‘4 PUBUL “MU“ , ; (..uunly “11'!!!th ‘ java-«Mp Nam“ In: '- - i . 1- .n nun-Inn iiunt hm Hum‘u- Nu" - ' . WMML HLe_r:m__1_r_13fl ... 11;. I. mic" ; lung! 2 x“. L a .lanu- An .3 Damn-an hum Rn“: I'Ilrl A- . 1...... h ' ' .- ' _ ' 3 “v. .... n. a“ “:I i Water Qual1t Manamement F30111t H1oh1gan State Univers1§y hwy” y ‘ y bile". ah!!- 5“ L CIIV 0' W1“ ll Lu .‘I‘H II _—Lrn. .HI .WI":. T' "I su I-IBKIHHHC --.-- Shel: ”I, '1‘- - —- ”_— ... ‘ 4 VJ .... 75-pin: “...”:u-”;..‘h.. “JV-- ..1 \ . ‘II:|HJ"“ ' ’ T 0 3-1-73 I I I s n #1 .9. ..-- ..H- _., ---- --.. _______+ ...—J....—:_. ..:——1 . . r5[—1(m.,_h, “:x‘. 5‘ Xlly Dr'H-.--- D: “l g | I [:1 Hull w. I m! .- -_ :Lj-I’Illw.‘ D 3mm: [3 " ' "' - “I.” —'|L - _:- - " LT 6 “5' DUN": sln L3 1' lhIIL Suppl. D luau-\II . P I I 1 ' Bl- vvlga‘l . 'I D All CI- Inhl- .vnnq D Cam'wn. . - .1— — —- .— — — 4 U | T : :33 I...” [53” Mom tor1m ___Z: I l l J- 78AS'NU.‘ IhIV‘IIQO‘dE \\wldcdD In- Hugh! Ahov ['1 III. Inc—_l “It f —-¢-‘I ”V“. ISIHIJQLr _mm". 2 FORMATION ""5“” $5333: J-L'" '° 65—“ WW" |“"'°"' -‘ M' H' -‘ l sv-nw snnuu m. H. II. Demh LEV.— 5I.ue2 V0.2:flrr . 8 scann- 1| Brown Cley 1“ 1'4 ,W - 0...; .. Slol Gauze ___._ Lenom Gray Cl" 2 16 Set between H. and ll. Fllhm: Brown Clay 6 22 9 sullc mum ltvu Gray 01" a 26 61 H. below land ewlecc , IO PUMPING LEVEL below land sulacu Bron Cl‘y ‘ Gravel 1 27 ll. eheI __ his. pmvng 9.9.m. Gray C13! 13 “0 ll. allev__ ms. ammo ___... - 9.9m 11 WATER OUALITV In Pans Pm Mulloon: an"). Streak. & 01" 5 1‘5 non (Fol Chloudee CCU sud & Gravel 10 55 Herdness .____.___Olher ' 12 WELL HEAD COMPLENON D H. ”mm,“ m Gray 88nd, Clay 3 @ QFIIIGSs Adanlcv B 12" Above Gvede ‘3 Well Goeuledf'g’ves D No Gray SMC u 62 E] Neal Cement Dohnlomtc 9 Dumb Fuom «.10 5 is any and. & 83?.d BOOK 3 65 ‘4 Neale" Some-s ol oossnble communal-on lee: ___Duecuon 1.90 m to Sand 300k . 25 90 Well dlsmlecwd uoon cmlenon EYee D No ‘5 PUMP; yin! install 0 Some very th1n shale streaks . ”Mud“... . N... m L»?- .. 'P- } Model um: . .JF/ .‘H'J 049’: Vol". _'__’.'.’ Long"! M Dloo Pup. '. h. COMCIh _:_G. P ..M YvDr. fl Submevsmlo .h’ ;' ..‘- :5: 7 D Jet U lecumocatIng “- an A the earn a: Inueee 16 Remarks. mation. sauce of data. etc. §'\‘/ ‘ \ ' 17 WATER WELL CONTRACTOR'S CERIIFICAHON. ’ ‘ ' ‘ 9" 1mg null was dulled uncle: my gunsauclmn and "us moon cs hue ‘ lrhuo lwsl o my In one on what. - Mb TTim 50.. Inc. 26 IuIsvtflto eusmtss nu: no E'IIY-DN In. Adan-55 7215- w. ":59 Howell ' r/J - -’ (3:- 3 i) - Snom't... ‘ ‘ ‘ ‘ O A I ’ ' V .. Dale 11'7'73 we loo» llev 12.53. luT-Iomzzoufif u Inf IMPORTANT: File with deed. l W'ELL OWNER COPY ‘II ...-......” .. ‘4- G! OIOCIICAL SURVlV SAMPLI Nu. WATER WELL RECORD [DEBUT—17mm? MICHIGAN DEPARTMENT Michigan State University A-W as . ACT 29‘ IA 196' F I LOCATION 05 WELL I ‘ Pun: IC mm In (..ounl. .- _ . Tia-MIMI“) haw- in. In' 5,, h ,‘ “H“ h” 1.... ‘ _.. nuuw I! my, N m -..L' I . I -.....-L_. ___Langing _” “ i .. . , 35 1 I; mg 2 Onlm-Iu- Anu (Jo-«(Hon hum R ..,. l mlusI umnx J (I. .l I. ... 1 Water Quality Management Facility Sn...” .Id hrs: I. CIIv 01 Well .Locauon _4 . I' h ”"7??- m-V-I'T’T'Tn' 'eI'ITKv-ITv In;- _ 5357763.‘ "-—’_' ' '4 m Lfi’fi’fii 1.“. “.712 J :ITF.TJ]33J.T““” —T Y T I I I 3 R #2 I ___..-_12? - !'-__-_ .1.Q:1.§:7.3_ _ -- _ J p-J‘——:——:——T . . . 5[J(.-IIIIIIUII Ix Hm." L DII L.,; | | I C] H ..‘Inv Inc! _[J JI-I'I1_-"-_’_D flI—III d .._..._::‘.":."— *b-1’-‘t‘—: :JT \ 6 '-' 5‘ anmc-izIr C: PuIIIIr 5u|I-:'. L_I InduxI . I ; I , DIIIIg.IlIon [J AIIC ..Imnn INIIIIII D ;,'n- 1 T m: ’ ‘ [WugIUI _[1_Monitorin2 u£_ .__‘ l l l _L 75‘5'5‘“ HIII- .I‘Iltdlx W I) I1- ‘ H" -‘.‘"' ail-luv -8I Inn L.— I «ISL: ___..II mm. 'Suql.« I- T E Maw Io ' .. , M 2 FORMAI'ON mcg: 55 BOTTOM 0' All“ 1n 8;“. Opp". [WI 0| I __ II . . H. r... SYIAYUM SNIATUM III In L. Dram lDIIVO' Shoo" Vcs . ‘ 8 scant-z Brown Clay 5 5 MM M __ SIM/Gaun- Leno". 3m 11 16 SN beiweon It. and II. humus: Brown Clay & Sand 3 19 9 sum; wnzn IEVEL Bron Sand 11 3° -.: II. below land suIIace Io PUMPING LEVEL below land Sudlce Sand & Trace 0: Coal 25 55 II. aIIeI_hIs. autumn 0.0.m. . . { ' \ ‘ Gray CII’ & Grave]. 13 ’ 68 ’ II.'aIIeI__ ms. norm-no 9.0.!“ 11 WATER OuAu‘lv In Pi—I'IS PeI Manon: Gray 8,1310 & Sand BOOK 11 79 "on (5.4 Chloncos Icn No sample obtained from 7 5-79. water mm“, _om. 1033 too m‘t 12 WELL HEAD COMPLETION: D H. ”mm", m son. Grave]. CLDIIIess Adap’ev 12" Above (“wade F\ ‘3 wm GmuIed'BVes D No "hi.“ Sand Rock 3 82 teen Cement D BenIonIIe C] _ v Depth Hem D ___II. I0 85 II. “hi t. Sella Rock 25 107 1" Nemesl Sauce 0! possoble conumcnm-on Incl DIIQCIIon hoe We” dIsInIeCIeo uoon commehon Bun B No ‘5 PUMP (D No! 108! Ned Manuilcwwv‘ s Name ’Agd/‘J( MMQINIMN(;$( ‘/(' HP I VolIs Il' Length 0' Ovoo PIoe g. 1: II. (epocIIy_.“_G.P.M. TVDo: Submevmhle f’q ‘3. iqr.:’,7 D J" D neprIocaImg us: A 2-0 ”wt? 0' IKIDIO 16 Remarks, elevation. sauce of data. etc. {5.1 I n g 17 WATER WELL CONTRACTOR'S CERTIFICATION. . ’ (J "us well was dulled uncev my wIIsdarImn and "NI moon I: Inn- oihe bl SI rd °rown b?iffl‘”°°-I Tue. 26 accusuna Bus- nus van.“ ItGISIInIo'I no Addvcss 7215 4H“ "-59 Howell , ‘ Q .17 Slgnl- -/w A' I'M/I '\ 60:8". 11-7-73 00‘ '00“ (In. ‘2‘“. Auvnomno ITvi'isuInIvt f fincnum: File with dent] WELL OWNER COPY . .....‘_.. .... - GEOLOGICAL SUM/(V SAMPLE Nn. [: l LOCATION or weu 1 COU'ITr—I-" ‘ -—--~—— — “JIILMII l'lll‘ [u H'r Ingham p, UUUJDEIUEUIJ WATER WELL RECORD MICHIGAN DEPARTMENT ACT TM Meridian 9A I'IQ‘I \ ‘IJI III)“ I PUBL lt‘ HEAL m ...» Null-III" l1.{..t...I~x. ,nII-I-p l. ' 3 '. ml 31 3" :.X.J 1 I] m... ....w_ -.. .- .. - .-- L - UI5I .-I I. And Dues—huh II ,u flofl 30 “nun-:- (loan. 5 ”.3315.“ ... a e t I Michigan State University Water Quality Fanag ment Facili y: . Addict SUI-e! oddI-I Iw 5 Cow II! We" Inc Moon ' "' Iota. I. II: "7" in}; I-BFIFII-T'm—vf 15$]. ENJ.” ""°""" -. “Iffluwi: .1 ..n.:.’......‘.fi 'Ujuj ..I. :7... III-.777. _‘_ ..-“ T—1_'T——T— “T ‘ I I I S. H. #3 - _110 ,_JE 1-- _3-17 Z3_-_ _--{—-:— —:- -4 Tij— ..I'I.I-f\' [i fillnty— Cf} D'lv' LIL-.19 ' I . . FD .II .uIIII. IIII- _r1 | 'IIILI ; Lulll' ..{J _-____ * ‘ -—.7'—~~ -— —.- "j‘u‘f '-:"" T ‘ U “5* Dr m- sn -U PI'I'III‘ 5am”. LJ. .. .Itv I I | “I DUI-palm" D AII CoIIdIIII-I Inn {3 Conn-u I. »—-1--T-——-‘——-4; I I I I (11...:‘W v” H (E- Loni wpgrlrL-zr. m l l ] 7EIASIN‘L 1' ',-III .30th1 W- IluwB .HI' Iuhl Almn-IBIN. Ivy 5 Im -J-o—-—I :- Ll ;$uII.IIIe _II. TNICINESS DIP!" IC 0 'II'I " 2 FORMATION or bone» OI A“ "' 8‘5— " D'""‘ I‘ “M _‘J' ' "' .. s‘lanuu stnnuu _H‘ g: .n. l.) __ II. Dunn. 10mm Shuv’ Ies Ix -i I 8 scnem meuy 1‘ "or: ' 0W -- WI" SIOI‘Gallle _, ._ Length Sel hclwuen II. and II . FIIIIAQS; 1 2 9 STATIC WATER LtVEL y, ‘8 63 II. below land s‘udecu ' w PUMPING LEVEL below Iane suIIIcc 2 g L 83 \J "- ahel hl‘. yummy ODD-m- II. ancv his. ammo 9.9.m. Sandstone White & Grey Sand Book 110 ll wnea QUALITY In Pans Per MIIIIOO; Ivan (Fol Chloudes ICll Hardness ' Other 12 WELL HEAD COMPLETION: D m ”9,0,“ m D PIIloss Adam" 12" Above GIade ‘3 Well Gmuled? [3ch E] No E Nfial Con-cm DBeniomle é; Ovolh: Mom 1!. to It N Neale“ Sauce uI oosuble uomarmnllwn Incl OIIocIIon Tvoe Well dIsInIeCIed upon complehon Eves D No ‘5 'UMP' D Noi magma ManulactuIeI' a Name K P!’ (r r' / Model Nqu'DoIé: DC ‘v VIP/A Volu- "/-' Length M 0:09 Wong" .4 II. tooocnv _.r__.G. PM. -. r .- Type; B Submmublo L. ; ('o /o D JeI D ReconcaIIng . ”I I 3.9 Sitt' I' IIIOCD 16 Remarks. elevatIon. source of data. etc. f ( 7. W a.“ IOOM lflev. 12-68l FMPORTANT: File will! deed. I 17 WATER WE LL CONTRACTOR'S CERTIFICATION: TbIs wall was dulled and!» my .urIsd-clmn and "us moon Is "In: to "It: be RCGIS‘HQID BUSINLSS Address SIonI Vi ‘ 3 ‘ .- .- '; 1 ON. 11-1.-z;.——J st 0| My knowledge and beIIeI. :15 CO.: Inc- 26 Rtmsnu'vou no. 7215 L III-59 Howell -' . ‘fl:~ ' [I , , .‘ _ "" - \ . I I. ,,. ‘UI HOiIILD ItPfllslhItI|V[: WELL OWN ER COPY .-..»“H‘ ' . !' ....— m-.;.~__ a? ‘. I WATER WELL RECORD MICHIGAN DEPARTMENT - ACT :94 PA I90. \ OF I . [OCAYION 0‘ WELL I ' PUBLIC. HEALTH 'T-V-‘ .‘ J"“‘""~9 N4""‘ "M “H" JLI l- ... '.I~" III" lI-II'.II H "'I n“ “.I'WI" le IIIIIIO‘I Ingham , Merigign_vnuflfl ;; g I.i 31 L u’ul. 1 3w. ' ."I-‘I I'lI .‘.. .1 .) ' ater Quality Management Facility Add. |' .-. f'“' —-—----° W ‘0’” Guam I: And DIIIIrlIIIn hum Roan IIIIrIsecllons Michigan State University 5th fidd'c's“ L CIIV 0' Wu" L ILMIOII . '"fizfi‘meq“ww$5WW nmxfia”'“"“""Iwfiraau“:nww,wn;:(;nm:"*“‘—*‘- I l : I . . - s . a. #u 1153.---.. 3:. ___1.9:13;7_3_.- : I- - -! -- —:- —:—- -— 5 D C..:-.i.e “ml f; Run". [3 DlIvuvI E] Dam : ' | | .-.,Qffl'“ '9'}... - Q “'12."! .. 2-19m" ___...ng . ’ " "II" ” "J‘ " "J- " " .T ' ' 1‘ U51“ J: Dom-mm- D PulIlII‘ bu'lm'a D lhmn'“. J ‘ | | . Dllnualllfl D All (.nndI'IIIIIIIIq D (.Ilf'lll‘l I.“ l n— — .— — u— — — 4 “I. F _1' 1; J J JTIIsl Wm: ‘ J a Mg?1;9:;p§_w -._ J J L 1 1 7 {‘AS'NGZ Thu-Inna Wei-I968 IHIroghiz AII-IVI-IBIIII-u 5 mm. Jo——-l MM --—--0-' Smluu: __ 'l. hut-mus out» To . ' 2 an‘ATION 0' BOTTOM 0' ‘im. In 9.9.". Ouplll JW'Juh‘ ____ Ills ll. ' . _ sunuu stlnuu ”-rm. lI- __ ' II. DI-mII {tun/I.- Slum? Ves -N-1 I 1 8 SCREEN: . ' Brown Clay 20 20 ”N; Du“ l Slol 'CIaIuI: ____,______... Length : Bram saw 10 30 Set between ll. and It. , humus; Coal & Sand 5 35 g 9 sunc WATER LEVEL J Brown Band. 6 ”1 65 ll. below land sullace - (‘4. lo PUMPING LEVEL balow land sutlace J Gray Clay & Grajgl” 38 (\ 79 ___— lI. alter—ms. ammo _________ o.n.m. Gm! 8m. 1 80 _______ ll. alleI __ hrs. ammo ________ moan. 11 WATER OuALlTV m Pans Pee Mllllon: White Sandrook & Gra 'Shal 11 91' IIoMFeI_______CMoI-¢cncn White Sand BOOK 2 93 Imam: oInoI , 12 WELL HEAD COMPLETION: D M ”9,0,“ m 'my “hi to Snnd BOOK 2 5 118 ‘ D PIllee‘ Adapter J! 12" Ah0vn Gvade ‘3 erl Gloom” Ics D No little "at” ‘ Neal Cdnunl Dilemmmc D __ Damn: Flu Q ll. lo 91} n. 1‘ Names: SouIce ol nossIble conlarmnlum lee! DIIoIleon Tvoe Well dIsInlectcd uoon complenon aVeI D No ‘5 PUMP: Nol Insullqd )pJ '3 If; mululmm'e Name I j' ‘ L'. . I ‘ ' . Model Nunbe 73-,— l ”(l HP /.3 Volts .1 1.. lo 0‘? '- LengIh ol Dmo Moo 1 ll. cauanly _ ..‘5. G.P.M. l b ’ Twe. E Smumle 0(1'7 2.. (J, C D Jul [3 ROCIoIocumg on A and sun It “(on - 16 Remarks. elevmion. sauce of data. etc. 3’ ,‘.,‘. J '/ 17 WATER WELL CONTRACTOR'S CERTIFICATION; ’. Tm; wall was dulled undo! my wIIILdIclIon 0nd InIs moon I! "III Io the bee! III M knowledge and behel. Bzown Drilllag Co. Inc. 26 REGISTERED BUSIIIJS NINE RIGISTIATIOI IO. Addcuss _721 5 Hr‘ n" 59 . ......______KQK¢11__———-—I I" I ' I (i-Ifi'lurv'r‘) ' .Ile - ¢ +..___. _ll__2._2.3———-—- S‘OMG ~ we '- ‘ ' ’ I“. HBII'Ion' II'Ir'i‘tsI'I.‘t‘T—-I m, ' an I00» "I”. lz-fll 4 00". O A‘l'k'ffl rnov I l - .0 I ( GEOLOGICAL SURVCY SAMPlE No. [1:] D L' -.. [ID [1-] J 111..) L__.I__J ’ WATER WELL RECORD MlL'HIGAN DEPARMENI ' Am 29: PA mu. or 1 LOCATION 0; WELL I ‘ PUB: If. ”MUM » ’Lm‘I-y—“m. - ; Hc-a' qu Han-v ‘5 '.c In" I.. v. 0. '. ’a' u. . 3.4m. . " ,- . . t- .. .... Nun! ' I 3 z ' L __ Ingbgm_ .- i. _ __-_prg]:_h1_m l __ fl. u u ' 1 A 3 -.x. i 2 I m. 5574:“ .9 Am! I)”. FIND" h. n. k. m lnIc-l km “001'. ‘s . ,| h (w ., - I I - water Quallt Mana emcnt F3011“: 9 ' Michigan State Unlveral ty y g y ' » 7211‘;"'::'::_fi£;;‘:("392' UNI?" ,__._..______ _ _ __..__-. ___. , _._ _- ., _ ,- fi ___4 . * ton“.- wnh- x m 5m non In-mw Snatch “41' 4 (.01: ..‘E'WH _‘n h . ._. m “a," '4‘ »,:. ...“ P—T' “ T- 1 ° ; I l I S R #5 -‘ -95. . _ ...h " .. ..-‘.__9...19:_7_3-__.__J ! .. _-% .. —:_ ..:- —1 . O 5t ~.,;¢l\I-A I. -' r! n:"«.f\ E3 bingo-n C] 0-9 ‘ | | ' - "Lh2Wh25 ._21"fl3m 53mm“ (3.“; l ‘ b - _l" — T _ -:* _ d I—]-- ‘ 6 US. Dbnnr-khr D P'Jhln( 50.:[HV [3 l~~dJ'.lly I l I I . L3 Inn-Hum [3 Au C-ma-Iuwnlu [:1 Cunnrr-..‘ r--1-—~r—-l-—«.~~- _\ - ‘ ' Q I J.-.‘ Ll_;‘[£.&§9ng~m:=czazzxflq I ' J l 7 ( ASINL HN-mnrdix .‘u Mong Heu'ah" Abuvi' UQ'MIN . O 0 am. 'Sufl.h .- 'I. YfilCINCSS Dip,” '0 _ pi. In. In 20 H. Doop'h ‘Wo-Inhl "IS. "I. F 0 son or 2 ORMAIION SYIA'YUM STIngM __.___.u_u_,‘1r ___“. Ll-‘D'h lung.- Shun? Vesm Nu E 7 8 scntm : 80ft Brown 013’ u 1‘ typo; . Dam: Sum Gaun- ___—___ Length Hard Bram C151 8 12 . Se! 'wiween H. and It. Fnlmgl: ‘ Gray 0151! 16 ‘ 28 9 sunc wArrn LEVEL E I [IQ QmVfil-Li ‘3th Clay 2 30 N. below land suvvacc 10 PUMPING LtVtL below land sucuce emuly GT5, c181 25 55 ________ n. um __ Ms. panama o.o.m. - 5 / _Qrd Gray Clgl-Stregk Of Dfllb 59' (63 ___.— H. aHer_ ms. pmmo________ 9.9m. 11 WAKE QUALITY m Pa") Pm Malluon; ‘ E111“ Sand 390k 10 20 nontre) Chloudcsml) Wk 25 95 ‘Hovdncss Omen ' 12 mu. HEAD comunou: D In “mow“, m Emile“ Attach-o. E 12" Abnv. Gmae ‘3 Wn'll Gvoutcd? [Z Yes [3 No a Neat Comm D Benton-to D Damn: horn 0 h. to 70 H. 1‘ Names: ‘ «ace 0* Dossmlo comarmnauon In! Dnmcnon 1w. Wen dnmnctea won cmleuon 53 Yes DNO ‘5 PUW': 2 NO! msml . a ' '. ,,L i ‘ Manuhciuvu's Nam. '33 I" ‘ 1‘ ’ l ' n r ' u 1 Model Mambo. €?é(" ‘44 HP/Z' Vom //"‘ lungm no Dvoo No.3; 1:. Clblt aw J G.P.M. 1 two: 5 Submonublc k’h 2. ' LNqE ’ 0 J01 D Rocmsocnm'g an A no sutu w lltDID 16 Remarks. elevation. souce 0! data. em. if 7 7 :5 O 17 WATER‘WELL CONIRACTOR'S CERYIFICAYION ' "us well mu. dulled under my nunsducuon and "us moon u I've to "w mm o! my known-090 and hem-t. Brown Drilling; Co.. Inc. 26 .IGISHlRIK BUS'NISS I‘ME IICISYDCYh'J' IO Adams: 1m W. "’59 Howell ‘. ' 5.0"”, Date 11-2-2 , , __ 0674 100M {Rev 12 68! who—«fifionnusunnvt FMPORTANT: File with dent] WELL OWNER COPY I - “d—w -—- ( 37$ I (’II—- And DIIeI Imu I. 11 No.90 InIeI \u III-11> GEOLOGICAL SUM/(V SAMPLE Ho [2 I LocAIION or WELL I WAIER WELL RECORD 0.: 1.01' \ ._ - — — - majaflmm‘m MICIIIG-‘IN DEPARIMENI I Pu“; IC HtAL I H (.O-fl'y Tlvnfinsluv Non- Ingham Alaiedon_ - Michigan State University SIM-m addu-ss h (11.1 a! Wall [M.Ihon In scrIIOII ire-low p—oe—r-‘- ', LoCfllr no" "'1 ‘ T Sir-Ir" {[19 ' S. R. #6 in... I- -’ . _,-_.---_.- . e I I e 6 US! anon-4 7(ASING 1m. ....1 .IE I mar — —-J in“. . ' I L l l ..— ‘ MIL], c—J YNICKIISSI 0"?“ YO 2 FORMATION or IOHOM o: S‘IA‘UM S'IAI'UM lbw ‘. - ’...mI---. T. .. . .41.. k... u. 9. N... _ f 6 i 3 :. X. 1 Kw. I 1 Water Quality management Facility‘ Add: 0‘ e -l' ‘ ’I'I'gll 1‘79“ H. II mhu’IL-l- .17 _ [LII- " -132-_ n -_ _- . .3.-2._-z_3_ _ .. I 5 i7 Lahh- Int. 3 d I E: One-r1 __ .. a- 0 ":;'=1':..::::.. .9 £322-- D 1 L z: —- D Pul- Inf Suun‘v ND IN“. C] ’- (1.“;va mum D (‘I‘W {I _Moni torim _-'—.— J. flitw": r“. LJ [IIIuJIuHI _ .-- --- 3'- L) Hug!“ Alom .- 8 -I.Iu ed", .11. lsudv -- ll, m. In 8_8_M. Dawn “00le ___.___Ib.~.-’.II Sandy Bram Clay 10 10 Sand 5. Gravel 22 32 Gray Clay 23 .55 _ _. III. II‘ II. (mom 1 Unve Shm- ‘ h- 5 gym f‘ 8 scmm; 1 ‘VDV DIJ.; SIoI quzc Leno". . Sm between II. and ___—II. Ftflmge: Hard 83nd: Gray Clay 10 65 9 sunc warm LEVEL 01. below Iand eudece Chipped Books a; Band Rock IO PUMPING LEVEL below land suIeco Sandstone a: Shale Streaks 6 \71 ‘ II. "In _hva. pom-no o.o.m Soft Gm, 811610 1} 75 II. efleI__ Ma. mung o.n.m 11 WA?!“ QUALHY In Pena Per Molluon: Large Gravel . Sandstone chips 2 77 .... 1:... cam... 1c» 31“. 81111. & Sand 800k 5 82 Hmdneee 0le I2 WELL new counmou: D M “may“ m Gray Sand Rock 6 88 D Puree: Acumen HI?" Above Gmde ‘3 WL-H Canned? VII! D NO Shale & Sand. 300k 5 93 an.“ Comm D BentomIe D , Deolh: From II. Io Q5". Shale & suntan. 10 103 1‘ Nemeu Sauce 00 poasmle cantata-«anon Geo! OIIecIoon 7w!- 108 Well dIaiMeCIed upon comuIeIIon .Yes flNo Sands tone 113 nee a III. late? I? retain 15 POW: E N 0‘ one“! '1’ MenulncIurer's Name (JG/(ac :6 I v’ Model Nunbev ”2} Item 4 3‘- r 6%- «It Lenolh of Oven Pope 9" II. ceoecnv ~' (LEM. Tmzfi $060!.“le {KHZ f) 07/ D J“ D lecoatocumo 16 Remus. elevation. sauce 0! due. etc. /\’ b . ,1 .sfi 100“ (Dev. ”~68! l IMPORTANT: File wiflI deed. I7 WATER wfiL CONTRACTOR'S CERTIFICA‘IION: "us ac" was named undev my wuedIcIIon and "us recon I: "In; Io Ihe DOS! 0! ms knowledge and beIIeI. Brown Drilling Co., Inc. RECISYIRKO IUSINISS RAVI. Addvese 2215 "O ”'59 SIQMGZE» “ e .-1 is; “I 'IOIIIEO I! 0 S!" A III: 26 ICGISYCAYIOI NO. Howell -./~x. ' 1 Due 11-7-2 i 1 WELL OWNER cow O ‘4--- ‘- — GEOLOGICAL SUIVEY SAMPLE he. :3 pf [HEDGE]: 1131]in WA'IER WELL RECORD ‘ MICHIGAflroiPARTMENT PA l‘of- PUB: IL HEALlH HOCAIION or lELLj Cbufllv [I ownslup Nana. Imham -..—......— “.Jlxlann- A116 bum lImI lI11m Rona lntu .u «nous SN'L" Imam-v. A CIIy 01 Well Locnlmn _Alaiedon Hi chi gan State Univerai ty V‘Ia lo I .‘ bu In I 31un'" 1 1 Ian ‘.1. -. Hauqr K.-"(-F' '- '1 6 3 Nut. 1 Irw. N-.-—-——— .. IOTTfiJ’VLJfiI'uT' In sIorl'mn below SautLlu 54v. M T Y 1 ' ‘ ' S . R. #7 - - J — -I_ —.— -1 I I l I I l - ~.-.l__.L.._.l._..'I I I I I l I I h— _1— - T — -l- -- ‘ ’Ill. ‘ I I I l I l a ...—_I NI Lt . .1 n1. “elk 0| {1' Water Quality Management Facility h" I’ID' 4 III::RFBTHIv-ann-Ifii- 07.17er L. Wm."- ' 95 01.- ..-. ?-_1:'73 E’ D 1‘ mic-11:; no! In; D Lucy-:01 1 Deg D ....I... "1____..D_J:'_';:L_ C3“ ”"22- 3-..... 6 U51 [30“ Ill! .- «11' D Palm: Supp», {3 “11:1qu Bllnpalum D An CundIhmucg D Luann -I. Elm-m w 11 £3! monitoring l 7:ASING 111111.1de named; , ~111qu ael'o\c/e"“_:— hum. 'Sutlate It. 2 FORMATION ""51" "s $133331 —u'"- "‘ 68 ——--" °°°"‘ l 11. '""' -—--—-—"" ' stnnuu 5"qu __ m. In __.II 01- «III. JDIIVE Shu- ’ YesEN ;__I 8 SC 111 LN. Bandy Cl‘y 5 5 Tth ‘ Oil-3 SluI Gauze Length ‘ sand: C1” 5 10 Set between 0!. and it. ' FIIIInoe: Sand 8: Gravel 22 32 . 9 sunc mum LEVEL any C13, 20 52 II. below land emlace 10 PUMPING LEVEL below land swlece Gnv.1 & 8m 8 (£5) fl. eltev__hvs. owing ___— mom. 3m Sand Stan. 8 68 It. elIeI____ hrs. ommg ___,_______ moan. ll WATER QUALITY In Pens Per MIIIIon: Band Stone 15 83 non IreI CMondee ICII a‘mton. & 8m. 5 88 Hardness ___Othet 12 WELL HEAD cothIION: D m ”9,0,,” ..., Sandstone 93 [j IIIIesLflsaom @ 12" Above and. ‘3 Well Gvouled? vee D No Shale & S‘MHton. 2 95 Neat Cement D Bentonute g Deolh: hon It. to II. N Nearest Souvce ol ocee1ble contemnalmn leet __Duectuon hoe Well dIaInlecIed uocn cmleucn Ens D No 0.! A 3.. Butt? I? IIIOCO 15 PuMP: Dual Installed F I Menulectmer' a fly... Afini 1' I. GK ' Model lemma “5/- ‘A/C HP _‘/..:V0"$ £1 [a ""9” °' 0'00 ”0.6.3:”. ceoecuy . c p a” rm; 3 SubmeIerle (”f/z f" 47;“ D Jet D lecncrocetmg 16 Remake. elevation. source 0! data. etc. 530 g .1.” 067‘ I00“ (Rev. 12-68l l7 WAYER WELL CONTRACYOR'S CERTlFlCATlON: ‘lme well an dulled unoev my Ionsmcuon and the noon Ie Ime I the 11.91 01 my edge and cluel. 'hrovm Drilling o . . Inc . 26 ILG' STLRKD BUSINESS NAM! .1‘I57.|Y'0~ IO. Addtess 7215 we ”'59 Homll S Ignm "mom I I (5111 I w: 'fli/ ' '{aIe 11"?“73 I IMPORTANT: m. .1111. 1.... I WELL OWNER COPY w l BIOLOGICAL S'J'VLV SAU‘KL No. WATER WELL RECORD ACT 79‘ 1 LOCATION OFWELL l Cutmlv Iunu‘duu N. In.- Ingham ' “NJ Alaiedon Hm...‘ ..... OIOIIIIICO And Our—.1 III II Itom Ra Id IIIIIT vscglum. --- \ IIJIIJ’I ‘ I I ...- .. .. Michigan State University PA 11'1"» 730mm I LEI MICHIGAN DEPARTMENT OI PUBLIC HEALTH " " f. I. '4 0 .‘.I“'I '.IO.II'1" u .‘: 6 | 3 J: (I! ei" " I - I Water Quality Management Facility: [“..|Iuo ' Nx.1 1 1&2] NJIIN‘ ' Sheet Donn-us 6 Luv 0' Lin." lotullon ' ’"T““V%mfi”wfifimammz' '"—-'1mmmbl '"""——-'4nqumL- "INTI-ULEVfiTpUTK"“"“" I I V ““82.-- ._ _- 3:42-73 ...—..1!_._:._ —:——+ S. B. #8 SBIIII 3;": I'll\ —;:D.JL)UDVO"I E; U' I I . . n 1' 11'. 1 I1_L II “I I1... BIIII II L‘ ___-__ . L'-'—J.--"'-'—:-'-“."l" \ ‘3 UM 9%;‘10- ...—D Pu!- lH Suun‘v wU—— IIIOIIsII. I | [ LJ "".£.I'l‘_ '- D An CrIIId- IIIIII no Cuhl'r' I'“‘:“"‘T"'l"" H“- . ...\_._..,., I. Koni tori_n_g I I - _-.:- ten—w L 1 1 _L 7 B‘s-"II" III- w Ida-11x, I70 I In 00L: I;I-II:II:III Aluwo: Manon. 'LO-——l M It ——-e-II 1;..." 6 :Sulam- ". Tm a TM . . 2 FORMATION (1:qus 0%[Y:00Yc§r ——-"‘- " —5‘- °“°"‘ I‘M” "‘"‘ "’" "' . STIUUM STRATUM -11."; __ ll. Death 101m- Shoo” Yes EEK. ‘1 ‘ 8 scuun: Hard Brown Clay 7 7 ,WW 0% ft B (:1 Sand 20 2 "“' °°“"’ ""°"' so ram By 7 SCI lwlwcrn ll. Int! '1. ‘Iltmgst Brown Gravel ll 38 9 STAYIL wane LEVEL Gray Cl” 16 5“ - lt. below land eutlace I0 PUMPING LEVEL below tend smlace Chipped 300k 8'. Gravel 1 K53 II. aim—Ins. ammo mom. ‘ \—/ 62‘” Sand Réck 9 e 5 6'4 e 5 It. mm __ Ins. Dunn-no _. 9mm. 11 IIAIEII QUALITY In Parts Per Moll-on: mt. Sand 800k 15e5 8° llun Ifel Chlottdee ICII Em 38nd Rock . 2 82 HeIaIIess OlIIItI ' 12 MIL Huo COMPLETION: D ... Away”, .... white Sand 300k 7 89__ D PIlless _Adaptev a 12" Above once 13 “ml! Gmmad’én-s D NI ‘ Neat Cencnt DBenlonIte q Depth: {111m It. to 5 lt. ‘4 Neacest Scene cl possIhIe contemnelIon leet OmscIIoIt Two Well dIetIIIOCIed upon cmletuon BVesflNo yet a an out? l' aucte ‘5 Pump; ”0}“ met led 2' o—‘flr/ "c -‘J Mehulectmet' e Nome IV r Model emu/'7; ' ' 21".” "91% .; Volta (If Length oI DIoo FIDO“; ‘_ll. cenxllvfiZG. ’5“. type; ESMIDIDIO F [0 C1 D Jet D lectotocetmo 16 Remarks. elevetIon. souce oI data. etc. 361;. ’f'ro IOOII Ilev. now 17 WATER WELL CONTRACTOR'S CERTIFICATION: True well was dulled undet my wIIedICIIon and "In tuna" Is ltue lhe best I'OWI'i ___.-_ ...—......- IEGISTI RIO BUSIILSS ‘IVL AddIeZZI-S "0 "-59/ Scam! 'lww" {'4 L . " «1.1.. '."' ‘0!!! ’II-J’YB‘ r11 w 9090 “guest“:l. 26 RIGISYIIAYIOI “0 Howell Inc. TuT‘oiI. no Itflnsutu \( '1 IMPORTANT: File with 6“de wpn nwupp rnov «1?- .1 .w .- .~... a-#~e .4 - .. ”-h .. ...- “ ‘ OIOLOGICAL Suavn sum! No. [: ':: WATER WELL RECORD \ UJUUDFTHjTHTWW‘ MICHIGAN DEPARIMENT Unslam u Am: vacuum hon. Roda gnu-muchun'; ac! 29¢ u mu. ‘6 I LOCAHON OI WELL 1 PUBLIC HEALTH E.d;|‘l.v- 'IHWHVIHI N "'I‘ 'II.“ In" v .- I» n . I ---I IL-an t..mu .. Rang" I. - ... ___. Ingham", _- _‘-_..__.-41a1_e_§.op . _ --1 '- w '« ‘ 6 J 3 u. 1 1 In. W;%E}’duhlity Management Facility Michigan State University amWw Slceel Induces-s & CI" 0! Wu” locum" . W.. mug?" 585533139»... 5...,“ “:5.“ ‘“ 3 WM "may? 2. ;...;,'.....'..a‘.“0.41.12(7.5.7.;.‘::"‘—“" I ‘ I I I I S ‘ R #9 -90 _"- ___-._-,_1.Q-.8:YJ- h- —-¢! — —:— —:— —-J . . 5 D Cab-c ‘c I-' {x Rut"; D D'Ivfl“ C '-’-'9 I l l . ___D IIILI'II:_I£__C] Jon-.15-‘ _ C} “"2", E: ' . F‘ - '1“ T - "ll" “ " T 6 USE' DmesI-c [_3 Puh'lc Sunni: D InduSI". 1 I | | I ‘ Dlugaium D An Condumnma D Loam-w: s . 1 T: 5 @leLJgpqms l 1 L J— 7 LAS'NG‘ ""L‘JUC‘OLZ Vn-mch‘: Hmonl: Abnve'flcl.m L—i Ml’kl ——UI .dm. ISUIIJCO 'I. 2 FORMAHON THICOK'IESS 83,221,275, 1" .n. Io 6—5.". (mom Inmgm Ibs.'h. _ 57“qu SYRATuU In. Io h. I. com 10“»? Shun? h“. N! __' 8 scatm: Brown Clay 15 15 M... 0...; Sim-'Gaute _ Length Gray Clay 30 ”5 Scl bnween H. and H. ‘ Fat-rugs: Gravel with Stones. Gray Clay 10 55 I ..\ 9 sum: warm LEVEL Gray Clay & Gravel 5 (60 , h. below land smac- ‘ 10 PUMPING LEVEL below land surlacc Sand BOOK 5 65 It. anm__hu. ammo 9.0m. “1‘30 sand BOOK 25 9o _ H. “I'v— hi... DWI” ___—___ 9.9.1“. 11 WATER OuALITv m Pans FeI munch: "on (F0) CMoudea ICU Havdmss ~ 0mm 12 WELL HEAD COMPLUION: D ... Anya... m [3 pm.” Amour _E 12" Above Gude ‘3 w-II Gamma-Va: D No D Neat Currant D Benton". 65 n. Depth: 01. Io Ham 0 N Noavwst Sm e oI possum. conummouon he! Duocuon lsat We" dusmioaed noon comma-on BY” D No 15 run»; ~91 mszll’e‘a’ Manuhcwteq'g Name ("iric7‘ v [mom 0! 0:00 PIpo " ‘i. cooacnv ...-401M. lvne: B Summon" I ’ 031 A 3.. ’fl((' 0' HEIDI. D m D Rnugvnca'fino xc Model Numbeué" 3‘ “’5' HP&. 3,9"; [/37 4.: v d 16 Rem-mks. “ovation. source of data. etc. s.’ ‘( I. (a 7 067‘ 1“)“ (Rev. 12-68) 17 WATER WELL CONTRACTOR’S CERYIFICATION: "us we” was anl'ed Imam my Iunsmcusm and "as I090" Is "on Io 1M bun! o! my Inn-wedge and bangf, Brown Drilling Co.. Inc. IEGISVEIED DJMIESS ll‘Ul “mm 2211 W, M- 59 Howell IMPORTANT: Filo with deed. .. '-///‘~" -- J . l/ . f¥."’ -[.. a\ Sngnefi . _ - AUYNOII‘IED It'ntstutflwt f WELL OWNER COPY O 26 RIGISTIIHIOH non I ___...a-Ih - C-lOLOGICAL SURVEY SAVPiE No. [:3 —-- WAYER WELL RECORD GILT-DEED MICHIGAN OEPARTME N1 AC! 39‘ PA ‘90: F I L0C_AI_IorI OF WELL I \ PUBLIC HEAL?“ » Luuul;_ ' . v—llu \ up N. Im- II I. II. n i ... -. a '.;.'I . .7 , .7. ,. ,u ..." 9.. ”...“: ,-. . “ -I-_nsh8!n__ _ _-__-__ Alaiedom ’ I v. ., -. = 6 ! 3 I. x. I 1 IxJ " Dun"). II And DIunJum .lt "I No. In Inn-Iv len'. .— . H. -1 - III'.‘.- ‘1 (H 2'." 7 Water Quality Management Facility . LI ~I .. Michigan State University 3 Shoe! .Idfln'bh ." CIlv II! Vail Lm .IIII-n - mg;:fii"i” .HI 57-fhtm [II-'10» Sumrh Maw -‘ —- ___... 4-W-l ((0.. Pfi—--:'";?,_ln:h ‘63—.“ ”'1 ‘0 ' ......l:.‘---...... "fl I T . I I I I S R #10 > 87 n 10'12" 73 e O 7:” "—' ‘ " p—-%——:- -:——. " l ‘CJHH'EIMI m- R. ..1“ D DI I. "I DEMO ‘ ' I J . MD:~::I--z-:~:_-_D .. ' -;2_- U "M D -—' . ’- - _1- --IL _ —l- — T ‘ 6 US" [JO-m'fiht U PI I1 I. 'L S ION» D I'Idusllv ' I I ! DUIII‘IJ'H I a AII ( nnonmm In D CI mov IrrcIa, ”T‘T";"1' ' - any); F3 Monitoring 1 1 L j l- 7rAfi'N“ 7hr”. II!” (11-; VI ”106:1 McIo'II: Abuvo' 5“.- II“ L Umm I~———| IAILt |Suv|m 0' 'l. 2 FORMATION mtg?” $313133: L'" 'v Q‘ 0‘4"" I“"'°"‘ "”-""- sYluYuu SYIA‘IUH -__ I". In __ H. 'NeIIIh i01lVI.‘ Shea.” We» Nu E 8 SCFLE N Brown Sandy Clay 5 5 1w" ow Sim/Game Length Brown Sari-HIM some Grave 5 10 se. new.“ .... m .. HIIInoS' 6:31 Clax & Gravel 20 430 9 suIIc wane Livu Gravel & CIA! Bfll. j 25 It. MIOw land suflace 10 PUMPING LEVEL below land smiace Sim! Clgl & Gravel 10 “5 fl. cum—ms. ammo 9.9.m with traces ‘ Qzavel & Gray C18] Sandstorm 2 ‘47 II. aIIeI__ ms. ourromg o.p.m , 11 WAYER OUALIYY In Pans PcI MIIIIon; - Chipped BOOK. 8 < 55 I Iton (Eu) __ CMoIIaes ICU fifl-nd 800k 7 62 Hardness __Olhev 12 MIL HEAD COMPLUIOII: D m ”moved m We 3 6i [1 PIIIess AaaoIeI E] I?" Abcwe Gvade . .‘3 We" Gvomed>gves D No Wand Rock 10 75 a Na! Cemeru D BenIomIe D Demhr From 0 9|. I0 61 H. W ‘ 12 87 ‘4 Neavesl :‘ .IIce of possIbIe centemmeuon Ieel DIIecIIon two Well dIsIMected noon conclehon EIVesflNo ‘5 PUMP: No Installed Menuhclmev' x Name fi 0 71":k - Model Nun-be! ép(' ‘757 .5 Volts I"? Length of 0:09 PIpe _ . ceoecuy _CGJ’JI. « hoe: E Submeuuele f: ,‘1 Z I) O 8 b D JO! D ROCIDIocumg - III! A the anttv l' lllblb 16 Remus. elevaticn. soutce of data. etc. V0 3 6 17 WATER WELL CONTRACYOR'S CERTIFICAIION: . Thu we" was armed Imam my qusd-cIIon and "II: level! Is flue ‘ ' lo the heel of my knowoeuoe end beIIel. gggyg_prilling Co._L Inc. 26 lumsunta ausmtss en“ ItGISYIUIOI am. “am 22} 5 yLH-S; Howell ‘ a E. i ... . . I I . S'Onedl____ -/‘ -- ' I; ‘ 'W 1' ‘J’ 'b'IIW W“ " 100M In". IZ-GBI AUVNOIIIED It’QESTnll VE I [ IMPORTANT: FIII IIIIII dent] WELL OWNER COPY __.—-.~ '-‘-I (’IIOLOG'CAL SUIVIV SAW‘LL Nu. :] [DU-JD TTTI HUNT] SlII-el add-rs. I. l In 3! Wu" LIII .IIIoII Michigan State University WAIER WELL RECORD MICHIOAIIOOEPARIMENI AC Cl 29‘ PA 1'- 1 LOCATION OI WELL [ PuaI 1C HEALIH ‘Cuonly-m - [Iuwunlup hjnu- IOIJ III“ [T.I l 'I :'|N'I"l '. I I. ', I'lI'H‘O “muggy Nu"; m I ‘ ___ylsham - _ _ _ Al___a__ied_on J __‘j. -. -. 1 6 j 3 N2. 1 in. I ‘ UIuqu' And LIIII-IIIIIII l. II III: anII-III- ~IlIoII-s——— I (..w I II .. I water Quality Management Facility .. ..--..— I bf J‘”—;;-‘1—O:"—x" I." :Eihul Fez-l0“ Sit" N “div ‘ i" ll ‘lm.7.:h ‘.";.,,:,-I...1‘ .0; — .1? ‘l: ‘1 7 II~ .,...|,I_In j I l I | l I __“86 __ __ "-- __________ __ 10-12-73 I- — -} - -:- -:- —< #11B 5 [j C III lc-lI ’ i!- LII. if] UIIV'OII U DUI. I | } _‘Din-lluw: I I0 . “SJ JIJ II "15;! 21"” D_ ___. w " - '1'“? - “i" "‘ T b US! DUO!" MM “D PulIlIL‘T . Hal IIlI D lmflfi-"V | ' ' t \ D In.” "gun D All (.Ior‘udl‘l H H to D CMI'U'LCC l— _. _ _. — -.. ...-I u . ..1 «'r : W..... l l‘ (30,] v...” 4".ng -wOLllgoring l J 1 J— 7 ‘)“S'~(l' lhlc Idl 11: 'II I lrrlq 'fiI Iolll LVN" Beluw I I. m. ._| “It. ___—....“ . ISIIILOLr— ll. 1 ILKNISS stem to L! 6'3” . I 2 FORMAIION " or eons» oI .... “‘ ‘- °"“"‘ I ‘” '°" -" ‘ " SYIIYUM SYIAY'JU In. to 5|. Dcolh anso- Shol' ’ Vi‘a No D 8 scum: Brown Clay a Gravel lb 1h Me. A 0,... Slol’Gauze Lemon-I Gray Clay 9 23 SM Mlmn H. OM ___". Brown Sand & C]: y 2 I “mm: 25 9 sunc Inna LEVEL Gray (:13, 15 '40 ll. below land smlece 10 PUMPING LEVEL below land sulece BOOK Om p8 . 83nd & gravel 5 “v5 ' __ ll. all." _ ms. ammo __ moan. Gray Sandy City C ) '1. ..‘t‘. ms. pun-0mg ______ 9.0.m. ‘" ' J 11 mum ouAan In Pam "I IIIIIIoII: "hi t0 Gray Sendrock 11 61 "on lFel __ Chlmacs ICll White smmck with gray SILBJJB 25 . 86 Hmdnees ___.Olhev 12 WILL HEAD COMPLETION: D ..., ”9,0,“ ..., armless Ammo» m 12" Anna Gude ‘3 We'll summon .V” D No ‘ E] Neal CemeI-Il Qfin‘omle ('61? Depth: Flom ".10 ll. ‘4 Neueel Sauce ol oouILle chamneIIon leel Duochon Two Well dIaInlecIed noon cmleuon In. D No ‘5 Put»: 01 Inuellld ' mammal" I Name r," t t Model um ‘" .‘. ‘ 3‘ HP {VI-ms ,IS’ Length 0! Own Paul-:11. cepecllviG. P. 0. 1v”; 8 Submelslble A fit: ,2) L. ’7': [3 J0! D lawman” u" A he OICC' 0' ICII". 16 Remksxelevalion. source 01 data. etc. 1.33.3” N74 100“ 100v. lz-MI 17 WATER WELL CONTRACTOR'S CERIIFICAYION: "us well we‘ dulled um! my Iuvlsdvcllon and "In I000" II "an Io lhe LII-st 01 "IV knowledge and belII-l. Brown DflllinaJm aroma-ca au‘s‘luss Iuwt eIcImquu no acme» Z ”-59 Halell a I' f . (' W.. o’.’. .- ‘r. * 1-.., - ,. , - Ir 8I946__ - Dale - .. ‘U'flOII t us ~ A H I’IMPORTANT: Flle wilh deed.J WELL OWNER COPY fir IIOLOGI1AlSuNV1\ SAM! No. I I WATER WELL RECORD LTJLLLJLM I {I "ILL MICHIGQN DEPARIMENI ISIunul admo- ., 5 COIV 0' Wu" Imalnon Michigan State University '.u-l‘ water Quality Management Facilltfi __. —_.—..-.—-._—.—--———1 ac: 29¢ M W1 9‘ 1 LOCA‘ ION 0’. WELL' 1 I'UBl IL MERLIN Can-Jfl:- ..---.“ ...-..“ ”Hun-Mug flan; 0. y In ~ H. - ', m n... .l .- ‘, m In ".\..- "um I , I Ingham - 1 Alaleglon u -. I 6 I J I. x I 1 x ‘bmlome ‘Uli-EIOI'THI'IW h I; 9 had Il‘«I%-. “Tan-.... - - -. ‘ I. (I,','_ in .M . —‘ L04 ulu- “.53???" m "m hon Imlnw 5:, "a ,M". —."«—. 4 ,-,. '~ NIL-1:- .mifiuII-I an}. ' I” ... p .1...“ I I I j - __”_-_§7. " 3:99:73 ---- L ~—J--:- —I---I 8. R- #12 53m...- I'm. Sm.- : . . D __ r.‘ __:. 11—1 w b - '4'" - T " ‘1“ “ T 6 —U$‘—DI In"; ;H.- L: 99 0":SU{'|‘-9 - ___: "M “In. " I I I \ Dun-4v- ... C] An Cnnhh ‘. '3 r I n- u-a- .. "1“'T’“I"*‘“" "IW _z_rv'on1tor1ng L I I ———~* —- -—“n‘==a L L L J- 7I’3..A$‘\ 1: iraarnLi I... 4|..de :Hrq'l‘ Abra... Ian-ma. L———- I mic . U. om :Sun It" 'I. i 2 Fomnon .2223". 3...... J6 ...... _ SYIATUU SYIAYUM :zinl. _ H. Uumr IDI-ve Slnw’ VI- .89" 1.- 8 scnur; TOP 8011 2 2 Ivor Out: Slol’GaulO tong": Brown sum 8 10 Sm between II. and II. humus: Gray Clay 10 20 Brown Clay 9 sum; warn LEVEL 2h __ H. betova land swun- “) PUMPING LEVEI DMD-u land smiace Gmy may 26 50 II. that __ Ins. yummy g,p.m. Gray ClajL Sand 300k chips 5 ;‘55 _ II. :oIIeo___Ns. own-no 9.0.m. ‘ II warm cums" m Pam Pm Mflhom White Sandrock a: Gralgfiggle 5 60 Icon we: 2mm... .cu Mam Book 2 62 mm» on... 12 wsu. HEAD cownmou: D m “pm,“ m W 3 65_ D Pug: Adams: 3 I?" Above Gad. ‘3 Wo-II Gmuwd’EJVos D No MW 10 J Li M em... D s.......... D . Depth: Fvom H. to 3 '1. en! Sam took 12 87 ‘4 Mums: Soutcc a! nosswle unnlammal-ch he! DnocI-on 'VDO Well dusmichPd won conulchon an” HMO 15 Pow. U4 New unstained we I: " Manulacwmv' ‘ Nag». ’(M M060! "W..-ADC " J [009m M 0000 Punch“. caoocalv ..1—6 F .M. Inn: 8 Subuntsublc ‘ m .I \ "‘ f“ U Jo! D Bocwoocum. 0" A 3.. in!!! l' IICOIO ___—HP; Volts _/_'____ , ‘II-7? 16 Remukzolevmbon. source at data. eIc. 8 ST. 0 067‘ “NM NOV. ‘2'“) 17 WATER WELL CONTRACYOR'S CERTIFICAYION: III”. we” was dnlied once! my Iunsmcuon and Im: tarpon us I'm- Io tho.- on: o! rm lune-wedge and boI-a'. EmmJn M94 1.1.11.9 Ilv' “fill: Bus|~155 hAul “m. ¥Mnja__nnm11__4 Dau- Arm—J 5.9"...71LIV.” 1+ L. ‘ ' lag-v11.“ Au namuo It’ltsuutwtf [IMPORTANR File wiih dcuLJ WELL OWNER COPY 26 ll’GlellY.0I Inc . [:3 - [3333mm JLLB WAIER WELL RECORD ’ mcmemrosmnmsm AC! 2‘“ PA I9('- If I LOCAIION or WELL I _ PUb'i” "EN-I“ , COU'I‘V I Inn Map N I "ll ‘9! I In ‘I .- I I. .I- r~ .I II. I o I ( I H10 9 Nu" Ingham ~ Alaiedgn ' I. -. . . 6 3 h; l 1,. I . Unmann- And DII"LIII n In "I t. III) In" ISI-I IIIII". - ~ -- — s g..'.'. . V _ Michigan State University . “fiffif Quality Manavement Facility' Shem anthems a. Cm: 0' mm locanon ' P _ __ - __,_..-... ..-..-w..- - . . . . _ _ I- .. . —._—_—.-- --.—.m...-4 __LSIORTrWTI-Iif‘ij' In 5w Icon below 55.,“ n Mo; 4 wt :1 “I PIH -.u. :ma-r. l...I-- ..I L .u'ulohnn I I I 333, #13 L: _‘_3_7__.-__" _ .. _10.‘_]:5'73 r- --E.— -:.— _:— —I 5 u”: I..|l.' - 1., ' x “I"..H'. Q Duw-n D C; | I I . ;__j u u w. hu' L: ..n. ~v:__‘_; Bun-v! _ [..1—.31 " " " '1“ " J" " ":" " " ’T 6 bum—infuiuu.” D Pul- In; Sun-MI [j lIm-HI'I‘ ‘ I I | I DIM-gnu) C! -'« - (. omI-l..mn..g D ("prawn-a. ”T‘T'T" '"" . ’ ___Q «s‘.v.__-13.-.,._,§°“1t°r1“8 l l L _L 7"“5'NG 1m. ”...”! A- IdeflaT HI 9M: Ahmn Bnluv ‘-.—-I “I‘LI ————-—l “U". ;SUIIJIQ It. 2 FORMATION IIIIC‘I’I'NESS scotrzvoLYgr __l!_.n, l I éln. (IL-mu IWL-Igm lbs/II. '— sYIuI _‘M sTIInu.M_‘_-_= __ln, In __ II. (moth [DI-we Shot" Yesgth “ b scnurI: Brown Clay-Sandy 29 29 1....- o....; SIoI Tun."- [chem sand & Gravel - I 5 I M So! helm-ch II. and II. “ltmoes III." S: Gray Clay a; Gravel. Sandrock 6 (51)) F a 9 sum: WAIER stu White Sand Rock 12 62 II. below land suIIace I0 PUMPING LIVEL Malow Iona suvIace "hi“ Bannock "1 th Gray Shale 13 75 II. ahm__ms. ammo ..DJ“. “hi t9 Sandrock 12 87 ___ II. aneo_ hm. ammo ______ 9.0m. " ‘ II wuss: OuAan m mus PeI Mllluon: mm (Fm (blames ICII Havana” ___—___OI'W' 12 win «no COMPLEIION: D '0 Apocovod m D Puluss Adam-e: I2” Abovo Gvade ‘3 We”! Gtouldd’.¥es D Na Nee! Ccmm ODBenIomlc g 3 a Death. horn II. IO I4 NumusI Somcc oI posubIc contamnanu-fl Incl ___Ouocuon I'm-e lel dusonIocIed upon cavolcuonBYes D No I5 P‘.WL‘,):’1/'n.z.°d ManuIacImeI's Name ‘1’; C Model reumboné’"; - :f upfi Vom // f tenmh oI Deco Pcoefi n. rap.cnIy_56.P.—' M. a- / Inn. 3 Submvmblc K '1‘: 5 [IV ‘11-...4- _ D Jul U Rocupvocanng L JV 0:! A Inn in"? or nuts I6 Remacksielevanon. source oI data. etc. 6 7] f0 17 WATER WELL CONIRACIOR'S CERTIFICAYION. . thus vaI nv- omwd under my Iunsdtctmn and "us moon I: Inn ‘ I the hem M my in lo um. and beta-I , ' Erown Drilling Co. . Inc. 26 REGISII’IIIZ: BUSINLSS ”AMI: REGISVRAIION NO. “a... ’7215 W. III-52 Howell [{a' . %\ at. ' - I.“ ’ ll - 5.9m, - - v : ..EA "05;;- 11-7-73 ‘I 9 1 1 We 100»: In". Ia-SBI. w N0c Icon nun. A w; IMPORTANT: FIIc WIN! deed. l WELL OWNER COPY ..-... -.. WAIER WELL- RECORD VICHIGANODEPARIMENI (II. JLOOICAL Suva/(y SAUI‘IL Nu. [---_.____ 5C3 294 n“. I .I». r 1 LQCALION 0} WELL I . MIMI. IIEALIH L'l IIIIIV T1|.fl{I\I| :I [...nuo 10 . K 1’". h. a. fl, . A .. . :_HIng ham I- .- Alaiedon v! . -. 3* 5 3 L: 11ml LIIsIaI- I And bum-Um" Inn. III I9 huh -I wII.,I-'- - ‘ 33.: Water Quality Management Facility I Michigan State Unlvers1ty Am~w Sin-«I «d'IH-ss HI LIIIy oI W-III [NLJIIOR {0: .III“ ‘II—IV“K-'t1:—$PIIIEII‘ III‘ITR- U“. - -. - 5‘11,“ 0". ,1 _ - i H 4 3". _ ’2' 'I. ...n..- I. ... I) ,2 T; .1” I. s I 7— | . . . . s. n. #114 - _- 10< _ _- . 1045-23-- . ...: p——}——:- -:-‘"1 h i :I '-.vI.-' x‘i LII, In} {nu-II iirutl | I I I I- -IIII II‘. -!I‘( ‘ i__-_ "““F- . . _. [v] it“... _ .. . ..- - I ‘ I {J D NII.- \III I: I I. I r “““““ L] I'I‘ I II I ' ,_. -,-_I_-l..___ ' I“. . , . . ' .. r1. I .. ‘3'. ['3 .n [ .‘Ig “II-‘4 .II‘.“ L I "'""ll ‘ w I l .. .LLiI;'_.-'.-;l- RE.- Honitonlns ___,_...-__-._.J ...—..- I ' "'s'N' :IIOI'IL“. [i' '."-,1IIII I-Ii . :Io- -Iq'II A: I“... B I s {.0 -":. I -Lo——-| MIL! ___-’1'. . ‘3 II...” II. I Invalid-I D” "' '? _Q_II._I {3 l2. I’I'DIII I'u'IcIII lbs. II. 2 FORMAIION er eonm- .- ! . .-. I S'.‘1UM , ‘ Y3!“ ‘1 i on I II. 0.00“" lb. V" ‘IIIIII-f \‘us ‘. fl ' -——-‘-—-—»—— ..q.———. - n- ‘ - _‘- - -——-~-————- *——4 5'1 kl l \ 519m sgnd! $13! 4_____5.___+_.___S__ '.Iv-‘ - _, ""‘“."“"“— Um.‘ _._-- ... ___-___-.. SIIII (..‘oulc _ _ gungth Wand. 1Q _154 SM IImm-Im ___ II. and II. “moos- mwu 13 28 -_ _-_ QsIAIIc mum Isvu W 31 ...J _LEE»“_:__:=_ II. III-law IIIMI suIIJI I: IO PLIMPINII LEVEL IIelI~w Iona sunny.- Wfijfifimoox 1: 6O __ II- Wt" -_ Ms. Dummn __ 0.9.0.. . G s S lg 7i __ II. .‘IIIOI __ ms, pun-plug 9.0.0:. II WATER OUAll‘IV In PJIIs PM MI’IIon: W s 80 Ivan ug- *_______ (NIInIdI-s ‘C'. W 20 1‘10 tittdrgss 'II—___..- Olhm 12 WILL “er coma—Inc)» D M “wand m W.—_+_JQ§ __Lf PIIII ¢ Adam" 5] 12" Abnvo Guide ' W9" GIOIII- d7E]YI.-& DN“ J E N... 1 Chm-'II DBLnIomlo- D 2 III: ~53. 1|..ch H!‘ II. Io BI:- 5‘ Nth-'II...” H5 III" e GI 90. ISII-Ic Ln'Ilan- Inalurm —-—-‘—- _—--__ [y __IL-eI ..-- Ont-char In" “all dIsInIched upon chL‘IIOfl BVes ms '7 1" PTJD' ID NOI Inst cued“ ? 4 ! ManuIaI Iqu'I- Nam. -_::l .; d "C K‘ _ ‘2 W Moflul NI-I-uu-I $9.9“) . HP I ‘2’. Volt! 1": p. |.mgII~. oI L‘Iau Pun: fig It. I am» II\ _«2 ,_.(‘I P .M. Ivm- E SIIUHQ'INIIHI- ’~ “r1 7 .9 074‘ r—J J" C] Ream.» Mung ”I A no nut? III unto 16 Remarks. elevanon. sauce (II data. (He. 73 7 72 17 WATER. WELL CONTRACTOR'S CERII‘IC‘ETCE- T. .., mrll v;_I . I1'I"(‘d IIrfi-n Iw. owIsI‘I- IIN~ out: I' - . own)" Is [In-_- III III- In“ I III Ins lhflno ”gr III huh ' grgwn $Dmlllp§ CQIJno. _ 26 ‘ (v.1 ~II£~ IIGI4IDITIUN NC ’ 72151.,n-59L ---__--.Bowell_____I LWfln. .- w 11-7-73 _, fi ...-_..--__--_d - .‘..m “7‘ ‘Mu I~Q\. .2.r‘8. 8 :0. _:ic‘{’h7~ ‘ "I.. [ IMPORTANT: File wiIII deed. ] V'VELL OWNER COPY ‘~—‘_ ‘ ..-—m— btuLL' Glch SURVEY 5“),th w, [---_._.__»- WATER WELL RECORD MICHIGAN DEPARTMENT ALI 29: PA I569. or 1 LOCATION OF WELL 1 - PUBUC "EMT“ Loon" ITuwIIerIp Nqon I” Inn. 15.. Ian I.”- IIwI II..." Nu" : .I ‘- IIIflI‘ Nunbel Tngham _____ I Alaiedon l I. .. I. I 6 3 I. I. 1 III. :II'I'.M. AI-d DIIcLIIun Inna. RI III VIE-5:57:55 --_... V ..1..- .H- - . ; I a .III ”I .. Water Quali ty Managemert. Facility AI) ‘I .5 Michigan State University Sheet 8011” 51. 5 CIIv III VII?” lrcnnon ___.-__"._-..‘ ._._______.___.. -.__._..__...-____.-_.._.-- _-.- .- .. - -.. ._ ..-- LOG"? *"h ‘ fl. ‘7'" "l" I-Icluw sin?“ I. MAIIIZ 4 D‘I'lL'. UIFIII I Inn-II'I'II- SI OJI- ~ III I— one. . I no" T l I I I I 87 "_10-8-73 ' .J . 1-. S'R°KU t5??“i“"g. g [3 — I ... “I” -I- . I -- III-I (hm Duvrn bug | | I D Hull-w. luII D II- Mud D Bonm I , — v4 . '- - -:_ _ J'- - -—:— - - T D '45!- D [I-n-n-JII‘ L] Pu' IIII SUI' {Ily D “mushy +- I I I * I“ D ”Mama.“ [3 Au CIIndIIIonInq D Cnmrnuu III '1 IT :" D.....~...__I :3 Mon%_toring ___” I 1 1 l 7 (AMI-l" IIIII:I(Iel1iJ—.W§IOQGUIHL'IONI Ahoy: Below I. 0.4m. L——' ‘ “Wt _—“‘ I smIlI II II. Hummus DIPIII 10 2 FORMATION OI BOTTOM 0, Am. In 62.". Deolh IWeIghI lbs./Il. Stuwu snnuu -__ III. II. II. Do-mh IOIwe Show? Vogue D 8 scntm; 88nd. Gravel, coal“ 25 25 TH“: Duh: SIuI’GauIe ___—___— Length Gray 015’ 15 “'0 Sm IIIIIWUIN'I— II. and ___—II. Pink 013! .5. #5 _ggpk Shelf hllmcs: 9 STATIC wuss LEVEL 50 II. below land suvlace IO PUMPING LEVEL below land and». M Gray Clay 5 5 ___—___ II. IIIIov___hIs. autumn: (mun. Send Rock 7 62 ._._.- "- ahov_ hrs. ammo ___— 0.9.0:. H WAIEI‘I QUALITY In Pans Per Mull-on: White Sfind 890k 25 87 Imn IFeI __ Chlondes ICII Havdness Other IZ-thL HEAD COMPLETION: D ... Apotovod PI! D Wiles; AdapIeI E] 12" Abov. GIN. [UUJUUMITI-[T HU11 ‘3 Well Gmmom’flYos D NO E NoIII Comm 0080mm": g Ormh: Ham “.1053; ___M. ‘4 Newest Some. 0! possIbIo eomnmmwon IIIIII DIIIII'IIon TWO Wan dIsInIocIed uooII rIvnoIoIIon flVQLD No ‘5 PUMP; ‘V‘rm Installed Manutacwvm' 5 Name I' 13‘; i!“- MoaL-I mwué 8C 'v' 3 MFA Von: (I: Length an own PIpo__ 5 __.II CIDOCIIV.__. 5 G. P .M. 'Iva-t B SubmeIsIbIe {‘IHZ P 671 D JeI D RecIDIocaIIno In: A two suuv II uuuo 16 Remissiolevation. soutce oI data. me. Q g,- _/ 17 WATER WELL CONTRACTOR'S CERTIFICATION I 1’ Thls «wit was dunno undev my IuIIsIIcIIon and "us moon I! Inn ’ Io Ina DESI I." M. kmwwooe and band. Brown Drilling C9_I I Inc. 26 “6.5102“; Buswtss anal IIGISTIATIO~ no. Addes‘ 121 i .L M- 5’? Howell ‘ .' . I can tow Iflcv I2-68I ' “' “rm “i" "'"m‘, IMPORTANT: File with dceI] WELL OWNER COPY ’ i 3 / I A _l.‘ ' I Q _.’\o' ‘- I ‘4' I"‘/\ Slam-d "' "'I‘ ‘ ’ ' ‘1' ' Date 11"?“2 ’ ___1. I 1v.» . 'v‘. I “...—___ ._ - *fi. _~_._-..___ <_ ......- ._‘,-__ _ L ...—.A. . .. -2. thLOuICAL Suwn SAMPu loo . ~ - o A ‘ I WATER WELL RECORD PA I546!» ACT 29‘ V JEDEIIUDJEHJ MICHIGAN DEPARTMENT ; PUBLIC H[ALTH LOCATION or MLL l 7 ~ Coon" III-mun“: I. war “at lnm I~ .. ‘wmbr' ”no" 'II-"4m" l’V'W'! Num‘m' Inqham I Meridian 1} .. u I ”1 j 5 PW! , 1 EVE 0.3-mmIam hrmII-I-II: Imclsucuons ‘— H -...— (I'. .v. I" - . I ,I:“ 1‘.1Ity ?an“' I . .. . " . l Ingham I . l1](.3€ dn‘ . V ‘. E. " e. }: ' .3 I ‘..l' .JIT—lmu r “And. 61;: ..uun" IIJm Ra. IL) “Mr. I .l I“ n. ‘ -‘ . . . . ' ,.‘.'.. Ir ' l ._ . _ 'n~»~-'l-~'+~ -.~n~n.e “.w511'v "4 3h1; a“ 5‘, ,q"( I v1: 99*"! I"'.,.,... , .' O i Stu-«I add" v I. ( u. M Wu: II to; II... r I | -' I“ II' “1". Wi.I .‘. CL]..::."-‘;.T.; m I..- .- *‘shr'FII'QJI . - -— : VI..I - a, IIIV‘IO 5". 'I ~ . v e. l— I: *- .. -. ~-—-‘ ~ I Y— 'Q A'. 4 0'“ ‘ - . l D R - -..; .... .- _P . . . L --L ...L..._____V__.‘ L.--l——|- — .... . . 3 I) [J IE-veh ~ 3' 51" .- 'II.\'I' r; " ,2 ‘ I r! ( 1 v--‘ o‘— -- -|' w u ' J.-u.-- I ”W..: l 2 . -l .4 _-..._. a“ _-‘ I I -__4 T Iiht AL'Iu‘I'I"'t -_J P...‘" ‘ e. I. L. "‘l j CI'IIOI'M' I] I.- I "V' ' "H 1:: t " "... “ u" — - ‘..e I. .. . . --.l '.‘..»l! E;- _-'_- ‘ . ‘ I I I | ...—fig L.-_. ___..-.._. n.... . ‘ -. - -gé-r: rzz '-.-._.',.’.-.g. I l 1 L 7i“.s"."' ‘IIII' .-II‘ 117., Vul-‘r' . ~- -'I.H .‘.-.w-- 0‘ . f 5 I“ I . . . i L—u— Q o; {I ___—‘1' '>"'.I v' _ ___ H. 3 I Ian ‘ . Yattxhlss OLD?“ " i . . . v I . I- - I ’2 FORMA‘IION or eoncv (I ..., m L 0' N' ' u ‘ '''' ' ‘ ' SIR‘TQV 512‘::‘ JL. _.__—- :H_'.“I ___ ...I. 0' __P';. I II. I." 5.30.: 7 VI \ “:fl '- 8 SL - In . Sand 11 _ 11 I ,_ __ - 0.". ‘ i ' ,,_ _ ___..__.._--.__. \‘IgI (...-ale ___—___- Luna: 0. H v 1 'T Gray C1 '11 .I Urc‘l V e 21 12 _J SUI ')19‘I‘.BO.‘" _ II. and II. ‘I‘Il:I°1.j | Small awount of White Sand 15 1] , T7IO'ZII 951'{_u;_w1en Ls-vr. pine Si] t). SRnd n (52) SL - ___-t:__-___‘ I! 1:110): 22:1: Hare h. / W ‘“ PUN—lPlNG LEVEL Ov'lm lmo Suflocr Vhlte Sand Stone H/Crcy 219: _ It. she: hvs. oumu'c 9.0.0» U 9:5 A-,..-“ l.----l_-_.-. 1:?!th ... Brown Sand Rock 6 63 ’T—Z."' mun— Ms humlho _«.__: -- 0.0.m. I‘l vuuuz Quaun .n Pam. Pu Mullwn; , Whit» Sand Rock 120 183 HmHhu_______CMmm6um Havdncss ___om." 12 M: L JFAB'HNPLEIION a m “may", m [:1 Palese Ad Imp: E 12" Al-nvv nude 13 Wall GInulco’DVoet D No ’ a Na.“ Crn-E "I! [3 Ben! MIIC- D - '3 Dunn; -Ftom - It. lo . H. T; M- .IIo-sl -Suuu t‘ ul oossmle L'OnlammeI-M l lucl DuurI-on Iv;e \\vll dm-nl-‘I lul uncn conclehon Eh” DNO ‘5 PUMP ’m‘NuI unfilled-mw L Manularlusev' s Nan:- _/~') ‘ l e “ TV I/: _- Mod" Numbevé‘ U ‘ l- ‘ HPh— Volts "' J. 5 r l Length nl 0000 Pane /_ .. lI. caparm (3!. M. I Tube; [‘LSOvmrsmln p, _~ _L“ " 2" , ' C] JII D ROCUOIOCMmg use A late seen ur name 16 Remarks. elevatlon. source of data. etc. 86/ 43 ’ 17 WA‘IER WELL CONTRACYOR'S CERTIFICATION _ ° 'lme w-ll a.“ dulled undc r nw lunsd-n-nn and Inn moon Is Inn- . 10"": (met 0' "W Lmswledge and Dela-l. - A / T‘yo;~ yx ““91 It - '30.. ...”!C. r“ utc's'lulta sus nus 'IIMI’ ecclsvennou LIV : ""r -: -- c ".....‘l Adan-es ' .4” I e “ 4..— - . c ..1 I ! . I s A R \ Ill- _1 SHIN"! __ - “___. DME """' '- A A 'Mo‘ JtOntc-(slnnlvt “7‘ 100M (Nev. 12-68l r IMPORTANT: En. wIIh deed. WELL OWNER COW 'A e .--——.—-—~....~ m GEOLOGICAL Suwtv SAMPLI. m. :3 WATER WELL RECORD ‘1 LOCATION or WELL 1 COUHIV‘ v-. - ‘ Inn'- \MD “AMI.- . Ingham Alaiedon PA 110“- .. . . \‘ -... _ .. . .1 CDUJLJL I I I [HUI] MICHIGAN DEPARTMENT OF PUBLIC HEALTH “or In’ 1’.- " |I .I. !. AHA; .1... O... ~ We" drum.“ Handn ' 'I ‘e . 6 ' 3 ”x. 3 1 I“. . —. J— OIsllnca And Ourclmn 1mm In...) [mo-w. ... .n . Michigan State University Shea! ad "was & Cow 0le11 Loumon LOCII' WIIII ”X' ‘_m- 5m hon h. law 5...“... M... I I I r _-J--L--L-. I I .___'__§.-_ I —--I( D. Re #u T J. I L “ I I I I .....- I l L in- 'F‘—- ' Mu,‘ ___—... .... -. __fl-u C] um '.IwL uu‘ a J_L'|" ‘ [—3—- 8“" I I: ...—...... r— 7r‘5'NG ThundedB WeIdedC- am ..1” ‘II" n R luv. hut-mus FORMATION ‘3' SNAYuv DEH'II 70 3011054 Of Stlatuu 320.1. I! .H in 1 Water Quality Kanagement Facility A134r __ _..._. - -..—... 4‘16“}: 15.—'97.?” ...—.51. T." n {.3776 ' . ....TJ. 182 a. ”10'9’73_ - -_._ -.-- ..- EJ C .OLIc' qul [-1 RP‘JIV i” _J In... I. {—3 (I. ‘- ._-- - 6 USl 81:1::-$I-- -- Lj Punh u. 51:: D ' ”D ..1-11;;'-:. I D HICQJIIu' 1 D A! I! { (Indn' 'I'u' . D CMI'J'I II' I I‘LxI Vic-II .Lx___y_0n1 __t9r_1 Hg ___ ’_ _I_ '_ . ”A ..-- _ Than | Sud...» II. ___ILIH. In __égh. Organ I WL'IOHI ___.___ "‘5. 'I. on. Io ’ II. 000171 LL'IIVI' SEN" Vr>aN1 D Brown Clay 5 Gray Clay 0 10 Brown Clay & Gravel 5 15 Oral Clay “0 (55/ 8 scum: Woe: ‘ Du: SIoI 'Gawe _________,_____ Leno"- SeI bL-Iween II. and II . rulings: Gypaan & Band Rock 7 62 9 sunc WAIEII LEVEL 1:. Delay. lend smlace White Sand Rock 23 85 Gray & white Sand Book 97 1352 10 'PUMPING LEVEL below land sauce 1!. ohm hrs. ammo 0.9.01. II. aIIeI hm. ammo _________ 9.9.1». 11 WATER OuALn'v m Pull FeI MIIIIon: Hon IFeI Chlouaea ICII Havdneu ___—___OIMI 12 WELL HEAD COMPLE'HON: D ... ”on.“ ... D PuIesa AdenIeI I! 12“ Above Grade ‘3 We“ GIOulod’ . Y's D No I Neat Comm 9 Oemomle Depth: Fomv 1_I_____. Io II. 1‘ Neeveal Semce 01 passable comemmanon Ieet Dnecuon Noe We" dIaIMecIed upon cmleuon Breafl No ‘5 PUW‘ ID NO! In "1‘16 mnuiaauev’ a Name 5"de C Model Numb“ {:56 “’C HPZ‘ :: VoIIa [Ir/f Length o! On» Pioefiu. caoecnyi (Mull. “me: E Schwinn". KHZ ; 6?? D Jet E] lacimocelmg not A no In!!! It IIIBCU 16 Remarks. elevation. mce 0! data. etc. {In}, ,7- IMM ll”. 1 2-0‘) 17 WATER WELL CONTRACTOR'S CERTIFICATION: flue well no: domed undet My .unaducuon and the; I090" Ia Ewe to "I. be” 01 My knowledge end babel. B RIGHTEREO SUSIIISS NAME IK‘NYQ‘T 0'1 ~0- A601... SIN c. 7215 H. M-59 Howell / e I '4". " "WWI? 0... 11-2-73 Au u lIltD IEfiIESIAYAVWL I I IMPORTANT: File with deed. I WELL OWNER COPY GEOLOGICAL SURVEY SAMPLQ No. [DEDLLLLJLLJLLD . WAlER WELL RECORD MICHIGAN DEPARTMENT 0 AU 294 PA l965 OF I Locgrjpu 0F WELL 1 ‘ PUBLIC HEALTH Crcfllultly - ‘ ‘A —‘- _ Township Harm lrartwn SH hurt flumhcr 1'0“" Number R "‘9" Number Ingham , Aleldon Bust-army: 'And DI-rroétion horn RoaL‘l Ill‘EISL-Bé‘l‘OII-S ' Well i A- Streul adrlruas I. City ol Well Local-on .——..-._ - 5H .3ne “5w .. .... -..... -..—....- nwfi. 1 int 3 owmn or MLL; Michigan State University Address N.Q.M.P. Lora“: \~;|I|_':x~""rrl Sl'tril—llfi—iljtlaa Ske‘ci‘ Map: N l l *~-—l——-L-—J——-‘ l I .1. I ___1—h4.-—o:x—-r ‘Ml. igiL WELL DEPTH: (completed) 0.1m ol_C—0mmetron 52 feet 9_ Oct. 25. 1977 5 B Cable tool {1 Rotary [3 Driven [3 Dug E] Hollow rod Q-yctted D Bored D ' 6 U553 DDomestlc D Publrc Supply [2;] Industry Dlmoatron D Air Condntlonma [3 Commercial Ellest Well D 7CA5WG: ThreadedL-J We dedC] I nght: Above/Below O Lo-—t MrLc ——o-1 lam. |$urlaco -ft. rmcxucss DEPTH to 4 . . . 2 FORMATION or aorrou or ___m. to _2_§_lt. Depth 'Vleioht lbs/fl- S‘ranuu STRATUM m. to It. Depth [Drive Shoe? Vest] No D 8 SCREEN: Brown Sandy Clay 20 20 ,w": ' on. Gray Clay l0 Slot/Gauze ___—___ Length 30 Gray Clay/coarses sand & Flne Gravel 32 Set between 25 ft. and _52___ft. lenos: Black Shale 0.5 .52 9 sunc mm LEVEL 62.5 12 ft. below land surface Sandstone 1.5 to PUMPING LEVEL below land surlaco 64 25 It. alteILhrs. pumping I2 o.p.m. ft. altcr___ hrs. oumpmg o.o.m. 11 wmen QUALITY m Parts Per Million: Iron (Fe) Chloride: lCll Hardness _‘ Other 12 WELL HEAD COMPLE‘HON: D m ”mm,“ m D Prtless Adapter D 12" Above Grade A 13 Well Groutod? Yes D No D Neat Cement maerzlonito [j Dettth: From lt. to fl. l4 Nearest Source at possible contammatron loot Durectron Type Wall drsinlccted upon completion £1ch D No ’5 PUMP: w Not installed Manulacturor's Norm Model Nunbor HP Volts Length 04 Drop Pro. _lt. capacity G.P.M. Type: [_J Submrsuolo D Jot D Reciprocating us: A two Butt? :7 ratio“) 16 Remarks. elevation. scurce of data. etc. 067d 100M (Rev. l2-bSl 17 WATER WELL CONTRACTOR'S CERllFICATION: Tm: well was dulled under my gurlsdl :uon and thus report as true to the best 0! my knowledge and ballet. REGISTKRED BUSINESS NAME REGISYRATION NO. Address Signed Date ‘UlleRlZED REPRESENY-‘JIVE GEOLOGICAL SURVEY COPY ' a’ d- .... t- . - ' \‘ GEOLOGICAL SURVEY SAMPLE No. mmD[ I I I H []l . 1 I J . WAlER WELL RECORD MICHIGAN DEPARTMENI’ ' ACT 294 PA 1965 OF 1 LOCAIIUN OF WELL 1 \ PUBLIC HEALTH Comm; ~ d ‘ h lownnmp NJuc Fraction SOt'Ilon Number Town Nunll)L'l Ran . Number Ingham , Aliedon 5w .. ne ..sw .3 3 N! “I 9w Est-aura VAnd Orléclnonirom Floyd Intersdc’tioungs ..." I - fly"- ‘m 3 OWNLR OF .‘aLLL: Hell 8 Michigan State University . Addlflss Street Minn-3a a. Crtv ol Well Location H'Q'I‘LP' L00 J“! WU!" ITX‘a [II Si?(jtl0” hl'Iow Ske|ch “‘00: 4 W'FLL DFPYH: ICOl'TlDIDIL‘d] D-l'e ()' CIHVWJIEWIUTI Oct. 25.l977 - -—I 5 B Cable tool a Rotary D Driven D Dug D Hollow rod D Jetted D Bored D 6 USE: DDomflstlc D Publlc Supply [3 Industry I Dlmgatnon D Air Conditroning D Comrnercral “1"1’" — -* :f“ -;‘:*--V'~—."° ““OV- '_ ‘*-“‘ ‘ "A--‘-~'-- *—- ' -.->* r, W. ”gill. “....— - . I '- - -" “I :-F:'. '."L'. ‘t .'.:'_'I. fiZPI‘I: (Lcr'a‘etc: v‘ C: :IL' I'”""‘ ‘7' ‘ “7’ ““ ; A. 'rv), i ‘ I v‘wr'” 3.)) ii. 11 In" I I - . , l "T ‘ ...": "‘ "2""_""’"“’" "”' “" f “ ' " ’1 ‘ ' ‘ “' 31.3: Ibie tonl :2 Rant; LJ Ow: I D Dug I . '- -‘ - ! I . - 'i] S :3 II: {m ma {_J _. 2m: L: tum: [j ““4 I. I _ __3- - __ _'_ 7"":wa mm._._-_._ ””7““fi““”“““““'£““‘m"““” ’ ” f" ’1 ' * T _ i "t‘j‘fi . b J-— L._,)mr~snc L] =43 II. ; .psiv L IIIJusIIyi . 032.10“- 1 . t . L.f\::— -- ... —-:—- - - gv‘ I ".. ' LII/($3.1. Lgi'ngdlor. [J A” CO'hI-if‘ '; [Lt Conn-emial l I ‘ l ..7I:__.__[‘ L: i. ”L! '___._[—;j__r‘:.‘.:‘.2‘:t =.—-_:..;r_:.x_-:..z :'_".‘ .:.: ;;*.:A:= I i I ' 7:»‘->' \:). Thread 3;}: L}: 'j'I'JC. 'qu‘q; 4:, .913,“ I ... -..—..- f——'--——- - — M BIA-1. I I. ...: - "..--.. I ‘Sur‘:-:e- _It. " -_.-..,I i - ML ~ " ' it . .‘ 1C="..'!C.\I ' ~-:= - UI E.;-rit-JYSF it—‘m‘ 2'53‘ 9— n 3:: ‘ l '13" ‘LJDLHL f 5"".\' 3 5'42?th --__'II.IO _II.E 13'...___[3'|\2_S__Ie)—1_-.":":'-.i-‘I .- —""""“"—‘“ -.—‘.-~ — —- L __~‘->-i" ” 9 5C;E,.‘ . m-i‘_ "___ fiLéJ-d F71”? v.v~ed - ___”- _- - -_ ...-..__.... ---—n . -. (5°32? Clay 51:: '0 1:29 _ Se! :Iexw'scn h. co: -.....L.L-......-- ,..-._..-..__.. .. t _ I , Flflurgs; ’ 1153* ”V ..‘d .4 ‘I' ...—...--. ......I ._...-----.,_I.. ..-..v.--.._ .. _-...L.__..-- --.- ___... -..—“-..--.“ I, - - .- — 3- “ ..-"v .Wi_ ' —:::'.°l_ :: -:— — .———...——- ..- .....-. .— . ..-. 3 aviator» , téhzta . __-.—.I-.... .__.— -- --..__...... w“~.I-W—.~m_—. .. ‘L'vss‘tcns, L‘P‘J‘ZI 7“ w.-Unue.-‘-na--‘-W .: : ' I: ‘ n I :9 '- C: P h v , I Is A I v t '7" - " l . 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K VI’I' '.'I:I i- NI": .Hil" . i‘ f'u' O--:'si ‘ : L: 0; oer-Mi ($43.13!. (\i o. -— -—~ -—A~—' D F‘ sciaroI 'Iti‘g :. :\ WLlI \- ‘3 L' 't‘ ‘1 I. ':"' '1‘" I- - 'I\f.-i".‘- 3' - ‘I 31‘ bar :'.o"—.Wv:- f--:"'IA>-'.“—.‘< L .’ ‘ a I H=J$9""I: 3.. 7’Q—_ ‘.'.III 220.“.\ \‘o APPENDIX B *‘k'k-k'k'k-k-k-k-k-k-k-k-k-F'k-k'k'k-k-k N F N ~D-x-kaz-k-k-k-k-k-kas-k-k-k-k-k-k-xat-k-k-k wMNr—O‘de'NQ'N N l\ NNr—NI—N I I O O F Ncomoocooomxou—N DVD 3‘- <00 .D-K-k‘k'K-k-k'k m NMNOr-NI—O‘ommm wmor-md-mmpmt—u— N :— NNI—Nr—NN >a F :3 '1 '*¥*¥¥¥*¥*¥¥*¥¥*‘k¥¥¥¥* '*-k-k¥-k¥'k-k*'k¥'k-¥'k¥¥-k¥¥*¥ t-k-kD-k-k-k-k-‘kat-k mm. op m. o— m.mm Nw.m~ m¢.om mm.mm mn.mm pw.o~ mm. Pu n. m— p. pm m_.mp mm.¢~ mm.m~ em.m Fe. m e. N No. v o.m~ ogm _wgg< ‘ *Ot-k-k-k-k-k-k‘k-kdt-‘k-k‘k-k-k-k-k-k-k-k mm.om mm.- no.¢p nn.pm mm.mp mm.e~ mm.¢m ¢.m nw.op wo.n um.e m.n~ 59m sugmz o-k'k'k'k-k-k'k-k-k'k-k‘k-k-k-k‘k'k'k‘k-K om.o~ ne.- wo.¢~ mm.PN mn.mp Nw.¢m mm.¢~ no.m mm.- m.n wv.m mp.mm gum, .nmg Apmoyv «_gm» swam: cu :ggmo tmLzmme Ho: D‘k'k-k-k-k-k'k mm.mp mp.um m¢.om mm.mp m_.¢p om.v~ mm.- mm.om co.mm o o.mm a o op.om mo.~m we.¢~ m¢.P~ N¢.mp mm.¢~ m—.¢N mu.w mu.o~ m.u no.m mn.- gum-;pe .cww *-k-k-k-¥-k-k-k-k-k-k-k-k¥-k-k-k¥-k* oD N mwOCDQ'Q'MF-Q'Nm '- NNl—Nl—Nl— LDNLDO‘OSQGMQ'F-m N N “mp .umo 'D'k-k-k-k-k-k-k-k-k-kdt-k‘k-k‘k-k'k-k-k-k xgu cwgammms u a D-k DDQDDD -x-k-x-k-x-k-x-x-x-x-x-k-k +< D-k-k-k-k'k-k-k éMNF-MF' NNF—NF-N LORI- F NOD OLDOOOC m~.mm pm. .uamm p.mmw P.0ew w.mmw ¢.m¢w k. n.wnw «.mmm m.mew m.¢¢m m.mew m.n¢w o.c¢m o.mmw .3 « * * * ¥ * * .“gmm ¢.o¢m o.mmw m.mvw .4. o.mnw m.omm m.m¢w N.mem m.m¢w m.~¢m w.m¢w w.mmm .3 * ¥ ¥ ¥ * « « .m:< m.mmm N.~¢m v.omw ~.~¢m m.mom N.omw w.oom m.mmw ~.omw m.omm m.m¢w m.¢ew m.w¢m m.nem w.mmm m.m¢w o.~¢w ¢.¢mw m.mmw n.omw w.m¢w a o xpsw ¢.mmw ~.u¢w m.mmw m.m¢m .1 o.omw «.mmw m.omw ¢.o¢m m.¢¢w w.w¢w m.m¢w o.oow .3 * * * * * ¥ * mesa w.mmw m.m¢w o.nmw e.w¢w k. o.oww w.mmw w.pmm ¢.wew —.m¢w m.m¢w “.mqm m.oow * « « ¥ ¥ * * « >5 GO 2 c.0mw m.n¢m m.mmw m.m¢w .4. k. ¥ ¢.oww N.mmm ~.me p.m¢w m.m¢w o.n¢m m.w¢m o.oom e.o¢w ¢.omw o.¢mm m.mmw F.me m.mew o w.me _wga< m.mmm m.m¢w p.0mw N.m¢m ¥ o.owm m.omm p.0mw m.n¢w o.¢¢m o.m¢w m.~¢w P.oom .3 * * * ¥ « ¥ * nugmz umgzmmms yo: Fpmz m.mmw m.m¢w «.mmw ~.n¢w k. k. k. w.mnm o.nmm ¢.omm m.mem m.e¢w m.m¢w p.n¢w w.mmw .4. #Ik-k-k-k-k'k .nmm Apmam umwmv meowpm>mpm mpamh memz N.omm o.~¢m “.mmm c.5em o.cfim ¢.wa «.mom N.omw N.Nmm m.omm m.o¢m m.¢em m.~¢m m.N¢m m.omw N.¢¢w ~.qu c.0mm m.mmm o.omm m.o¢w o m.~mm .cmn P.~mw m.o¢w P.9mm o.n¢m .4. ¥ .4. m.oww m.mmw m.omw —.ovw o.¢ew m.m¢w e.nem m.oow .4. ¥ ¥ * ¥ * ¥ * a. ¢.mmw ¢.m¢w c.5mw ~.n¢w .1 o.owm n.5mw m.cmm _.ovm w.e¢w m.new m.~¢w P.pow «k * ¥ « « ¥ ¥ * .>oz o o.m¢m m.mmw m.new «.mmw m.pmw w.mow N.oww m.mmw n.9mw o.m¢w m.¢¢w n.0vm m.n¢w m.Fom w.oem m.m¢m m.¢mw m.omw m.mmw ~.o¢m o.mmm ¢.mmw .“uo xgu umgzmmma a m.~¢w N.wa o.m¢m .1 m.pww m.wmm m.omm .1 m.¢¢w o.w¢w «.mew w.me -k ¥ ¥ * ¥ * ¥ ¥ .pamm u o .xm m ppm: u.wgo APPENDIX C APPENDIX C The rise of the water table in response to a ver- tically downward uniform rate of recharge (Hantush, 1967). Where 2 _ wm fit * §X EX i - ———15 Sy{w [1.37 (bm + x) Tt, 1.37 (am + y) /Tt] + w*[1.37 (bm + x) 513% 1.37 (am - y) fig] + w* [1.37 (bm - x) %% 1.37 (am + y) jg] + w* [1.37 (bm — x) %% 1.37 (am - y) /%‘é]} h hi = initial height of water table above aquiclude, in feet hm = height of water table above aquiclude with re- charge, in feet Wm = recharge rate, in gpd per unit area M = 0.5 (hi + hm), in feet t = time after recharge starts, in days Sy = specific yield of aquifer, fraction bm = one-half width of recharge area, in feet x,y = coordinates of observation point in relation to center of recharge area, in feet rf ll coefficient of transmissibility, in gpd/ft am one-half length of recharge area, in feet W* (am, bm) from tables (Hantush, 1967) The decay of the water table (Hantush, 1967). Where Z (x,y,t), Z (x,y,t-t ) is the right hand member of the above equatiog and to is the time after recharge ceases, in days. "I7'1?liliflll'EITLflifliiflfll'fl‘liETEWEs