GeoSystems Analysis, Inc. 2015 North Forbes, Suite 105 Tucson, Arizona 85745 phone: 520-628-9330 fax: 520-628-1122 July 5, 2007 John S. Wise, P.E. Stantec Consulting, Inc. 201 North Bonita Ave, Suite 101 Tucson, AZ 85745-2999 RE: Hydrogeologic Evaluation of Lee Moore Wash Basin Management Study Dear John, Enclosed please find the baseline hydrogeologic evaluation of the potential for groundwater recharge in the Lee Moore Watershed Management Study. This document has been revised per comments from Tucson Water. If you have any questions, please give us a call. Sincerely, Mike Milczarek Project Manager GeoSystems Analysis, Inc Hydrogeologic Evaluation of the Lee Moore Wash Study Area FINAL REPORT Prepared for Stantec, Inc. Prepared by GeoSystems Analysis, Inc. July 5, 2007 Hydrogeologic Review for Lee Moore Wash Study Area 7/5/2007 iv EXECUTIVE SUMMARY A baseline hydrogeologic data compilation was performed for the Lee Moore Watershed Study Area with respect to the general potential for future planned stormwater detention basins to contribute groundwater recharge to the local aquifer. The study consisted of the following tasks: • Summarize geology from previous studies. • Evaluate surficial and regional geology and determine where geologic conditions are favorable for groundwater recharge from stormwater detention basins. • Estimate existing groundwater elevations from available groundwater elevation data. • Evaluate riparian zone habitat locations in relation to estimated groundwater elevations and water service provider well locations. The following observations can be made from the existing data: • Soil series and clay content estimates indicate increasing soils permeability in the central to northern areas of the Study Area, with lower permeability in areas of bedrock exposure in the south-central area. Consequently, incidental recharge from stormwater basins may be most favorable in the central to northern part of the Study Area. • Older stream deposits (terraces) are more compacted and cemented than younger stream channel deposits and therefore should be identified and avoided if possible. Stormwater capture/incidental recharge basins should be located on younger, typically highly permeable stream channel deposits along existing channels if possible. • Channel bottoms in the northern portion of the Study Area may also have lower permeability clays that should be evaluated on a site specific basis. • Well-based hydrogeologic cross-sections suggest that relatively-permeable surface alluvial sediments range from 0-100 ft in thickness above lower-permeability Fort Lowell formation sediments. Fort Lowell formation sediments may contain low permeability, fine-grained units that may need to be evaluated on a site-specific basis. • Groundwater levels have dropped an average of 12 ft between 1995-96 and 2005-06, except for the Study Area’s northwest portion, adjacent to the Pima Mine Road Recharge Project where well water levels have increased by as much as 76 ft. • Groundwater levels below mapped riparian areas are typically greater than 60 ft below ground surface, suggesting that vegetation in these areas is dependent on water from the vadose zone rather than the underlying aquifer. • In areas where the presence of shallow lower-permeability layers above the water table create the potential for water perching, construction of flood control/recharge basins may enhance riparian vegetation development. • Site-specific evaluation of local hydrogeologic conditions is necessary to determine specific recharge-related characteristics of any location. GeoSystems Analysis, Inc Tucson, Arizona/ Reno, Nevada 1 Hydrogeologic Review for Lee Moore Wash Study Area 7/5/2007 1.0 INTRODUCTION Under contract to Stantec Consulting Inc., GeoSystems Analysis, Inc. has performed a baseline compilation of hydrogeologic information in the Lee Moore wash area. The baseline hydrogeologic compilation encompassed the following: 1.1 • A summary of geology from previous studies. • An evaluation of surficial and regional geology and determine where geologic conditions are favorable for incidental recharge. • Identification of existing ADWR permitted wells and estimate existing groundwater elevations from available groundwater elevation data. • Evaluation of riparian zone habitat locations in relation to estimated groundwater elevations. • Evaluation of water service provider and other water-producing well locations and proximity to riparian habitat areas. Description of Study Area The Lee Moore Watershed Study Area (Study Area) is a watershed greater than 200 square miles in size and located in the southern portion of the Tucson Basin, south of the City of Tucson, within Townships 15-18S, Ranges 13-16E (Figure 1). The Tucson basin, a sub-basin of the Upper Santa Cruz River Basin, is a structural depression in the southern Basin and Range physiographic province in southeastern Arizona and drains northwest to the Santa Cruz River (Davidson, 1973), which constitutes the Study Area’s western edge. Figure 1 shows the Study Area location and delineates property ownership and water service provider areas. 1.2 Hydrogeologic Assessment Methods GSA’s hydrogeologic assessment approach included a review of literature on surface and subsurface soils and hydrogeology and creation of maps and hydrogeologic cross-sections showing soil hydraulic characteristics, depth to bedrock, depth to water, distribution of water production wells, and subsurface geology. Emphasis was placed on that portion of the Study Area with sufficiently deep water-conducting and water-bearing strata (i.e. basin fill) to be considered for a stormwater capture/incidental recharge basin. The Santa Rita Mountain area in the Study Area’s southeast corner, with outcroppings of surface bedrock, (Figure 1) was excluded from further examination. Data sets employed were predominantly broad in spatial scale and therefore appropriate for area-wide screening purposes and not as a substitute for onsite field investigations. 1.2.1 Soils and Geomorphology Soils in the Study Area were evaluated for the presence of soil types that could limit stormwater infiltration. Soil surveys for Eastern Pima County (Cochran and Richardson 2003), Tucson-Avra Valley (Gelderman 1972), and the Upper Santa Cruz (Richardson et al. 1979) were reviewed and digital spatial and tabular data from these surveys from Natural Resource Conservation Service’s GeoSystems Analysis, Inc Tucson, Arizona/ Reno, Nevada 2 Hydrogeologic Review for Lee Moore Wash Study Area 7/5/2007 (NRCS) Soil Data Mart (U.S. Dept. of Agriculture, NRCS 2006) were used for mapping and analysis. Estimated soil clay content and permeability were among those characteristics examined. Stream channel coverages from the Pima County Dept. of Transportation’s GIS Division (2006) were used for mapping, as were surface bedrock coverages from the Arizona Dept. of Water Resources (ADWR) GIS Data CD-ROM (2002) and a 10-m digital elevation model of land surface elevation constructed by Stantec. 1.2.2 Subsurface Hydrogeology Literature on the subsurface geology of the Study Area was reviewed for the purpose of identifying potentially infiltration-limiting units. Oppenheimer and Sumner’s (1980) depth-tobedrock map was used to approximate depth to bedrock in the Study Area. Data from ADWR databases concerning wells in the Study Area were used to describe subsurface hydrostratigraphy, location and recent movement of the water table, and areas of ongoing highvolume water extraction and recharge. Water production wells in the Study Area were identified using ADWR’s Wells-55 Database (2006), which contains records for wells registered with the State of Arizona. The list of wells is in Appendix 1. To construct cross-sections providing information on localized hydrogeology, driller well logs were examined. For each well in the Study Area, the Wells-55 well registration number was searched in the ADWR Imaged Records Database (ADWR 2006) for usable logs, and when available, the logs were recorded. Most wells with usable logs were domestic water production wells located on privately-held land in the western half of the Study Area. A subset of wells with usable logs was then mapped to identify combinations of 3 to 5 wells covering a linear distance of approximately 1 mile and oriented perpendicular to the general direction of groundwater flow. Driller log hydrostratigraphic unit descriptions were simplified to note depth interval indications of the presence of sand/gravel/rock, clay, or conglomerate and cross-sections were drawn using AutoCAD 2006®. The ADWR GWSI (Ground Water Site Index 2006) database was queried to establish a set of wells within and around the Study Area with water level measurements made from January 1, 1995 to June 16, 1996 and from January 1, 2005 to June 15, 2006. GWSI measurements are most often made between November and April during the low-pumpage portion of the water year (T. Davis, ADWR, personal communication 1/07). ArcView 9.1® (2006, ESRI, Redlands, CA) was used to create a subset of wells within a 1-mile buffer outside the Study Area boundary. Depth to water and water table elevation data for these wells were reviewed for data quality and some data points were excluded based on comments recorded at measurement. Where multiple measurements had been recorded in either of the two time periods, only the most current measurement was included. Contour mapping graphics were created with a kriging function in Surfer® (ver. 8.03, 2003, Golden Software, Inc., Golden, CO). GeoSystems Analysis, Inc Tucson, Arizona/ Reno, Nevada 3 Hydrogeologic Review for Lee Moore Wash Study Area 7/5/2007 1.2.3 Riparian Areas The ADWR Wells-55 (2006) database was queried to define subsets of potentially high-volume production wells in the Study Area and location relative to riparian habitat. From the Wells-55 database, well subsets were extracted for Non-Exempt status water production. Map coverages with these wells were overlaid on a base map showing Study Area riparian areas. 2.0 SOILS AND GEOMORPHOLOGY Soil survey mapping was used to generate a broad view of surface conditions in the Study Area and to identify areas with infiltration characteristics generally suitable for construction of a stormwater capture/incidental recharge basin. Figure 2 shows soil associations and boundaries of the three soil survey areas included in the Study Area. Soil associations are composed of two or more soil series with a distinctive pattern of soils, relief, and drainage. Soils mapping at this scale is useful for comparing the suitability of large areas for various community and engineering uses. Emphasis here was placed on identifying areas with different ranges of water infiltration under saturated conditions. Soil associations exhibiting high infiltration in their natural state may have a greater potential for recharging the underlying aquifer than do those with low infiltration. Table 1 presents detailed permeability characteristics of soil associations shown in the generalized soils map (Figure 2). Soil associations in Table 1 are arranged by landform beginning with soils located on lower elevation landforms (e.g. the basin floor) and ending with those on higher elevation landforms (e.g. terraces and piedmont plains). The major soil series comprising each association are described beginning with the soil comprising the greatest percentage of the landform and ending with the soil comprising the lowest percentage of the landform, excluding minor soil series. Although these percentages are based on the entire area of each survey, it is expected that Lee Moore Watershed Study Area is generally representative of the survey areas. The majority of the data in Table 1 were obtained from tables in the soil surveys listing engineering properties of the major soil series and not of the association. As a result, it was necessary to estimate pertinent engineering data for soil associations based on data for their constituent soil series. Permeability data for each association were obtained by combining permeability data from the major soil series making up the soil association as follows: • For each major soil series, the midpoint of the permeability range for each textural layer was assumed to be a representative value for that layer. • These permeability midpoints were then used to determine the harmonic mean of layers (Bouwer, 1986) present from ground surface to a depth of 20 to 30 inches below ground surface (bgs) for each major soil series. • These harmonic means were then weighted based on the fraction of the total area of the soil association occupied by each soil series, and then summed to provide a representative harmonic mean for the entire soil association. GeoSystems Analysis, Inc Tucson, Arizona/ Reno, Nevada 4 Hydrogeologic Review for Lee Moore Wash Study Area 7/5/2007 The harmonic mean permeability of layers in the upper 20 to 30 inches of soil associations ranges over 2 orders of magnitude from 8.3 ft/day to 0.06 ft/day. Soil association permeability ranges from moderately rapid in basin floor, flood plain, alluvial fans, and relic fan terrace landforms to moderately slow in fans, terraces, and piedmont plains. That is, there appears to be an inverse relation between the relative elevation of landforms and the permeability of the soil associations. A map showing qualitative permeability by soil association is presented in Figure 3. Note that the higher permeability soil associations are located in the northern and central portions of the Study Area and the lower permeability associations are located in the southern portion. This corresponds, in general, to the inverse relationship between the relative elevations of the landforms and permeability as described above. A map showing soil percent clay is presented in Figure 4. For this map, data on soil clay content were taken from the detailed soil map units with measurements for specific soil series. Note that there may be differing evaluations of clay content in contiguous map units across the boundaries of separate soil surveys. Figure 4 shows large areas of higher clay content (>20%, lower permeability) in the south central portion of the Study Area as well as in stream channel interiors in the northern portion. The northern Study Area has a relatively flat surface topography (Figure 1) and the higher clays present in these channels indicate the presence of deep deposits of alluvium, which may provide high recharge potential. For example, the Pima Mine Road Recharge Project, located just to the west of the Study Area (Figure 4) recharges on average 2,000-2,500 acre-ft/month (Central Arizona Project, 2006). 3.0 SUBSURFACE HYDROGEOLOGY Permeability of geologic layers overlying and including the aquifer determine the potential rate of recharge and water storage capacity beneath a stormwater capture/incidental recharge basin. Literature on the hydrogeology of the southern central Tucson Basin was reviewed with particular attention to units at these depths below the ground surface. The Study Area lies across a deep basin, and, for overview purposes, Figure 5 shows approximate depth to bedrock and indicates the deepest bedrock (11,200+ ft bgs) to be in the north-central portion, with depths decreasing to approximately 8,000 ft bgs to the south-central edge, to 3,200 ft bgs along the Santa Cruz River, and to less than 400 ft bgs at the base of the Santa Ritas. An interpretation of Tucson Basin stratigraphy was presented by Davidson (1973) based on examination of geologic data from numerous water supply and test wells. This interpretation was later revised by Anderson (1987). Table 2 summarizes Anderson’s stratigraphy for the upper approximately 1,100 ft of basin fill deposits in Exxon State Well (32)-1, located north of the Study Area (Figure 5). Since the Davidson (1973)/Anderson (1987) statigraphic unit nomenclature has been in use for more than 30 years and appears in numerous Tucson Basin technical reports, it will be used in this report. This interpretation (Table 2) shows surficial alluvial deposits overlying the Fort Lowell Formation and Tinaja Beds, in which the primary aquifer is located. These latter two units overlie the Pantano Formation. GeoSystems Analysis, Inc Tucson, Arizona/ Reno, Nevada 5 Hydrogeologic Review for Lee Moore Wash Study Area 7/5/2007 A recent report by Houser et al. (2004) presents a revised stratigraphy based on drill cuttings and geophysical logs from nearly the entire 12,556 ft depth of the same well. Table 3 shows the revised unit descriptions. It is possible that the Houser et al. (2004) interpretations will eventually be shown to have more merit for describing hydrogeology in the Tucson Basin than earlier studies This conclusion however, would require the revision of several key hydrogeology reports for the Tucson Basin. 3.1 Surficial Deposits Surface alluvial deposits constitute the primary material through which water moves into the aquifer and their depth and thickness in a potential basin are critical to determining the infiltration rate at that site. Present-day stream channels contain the youngest surficial deposits, which were laid down by a north-northwest-flowing stream system in an open inter-basin depositional environment; such as, where the Santa Cruz River connects with the Gila River, which drains into the Colorado River. Deeper, older stratigraphic units, including the Fort Lowell Formation and the Tinaja beds, were deposited primarily in a closed basin environment (i.e. no interbasin through-flow drainage) and, hence, may contain more fine-grained materials. The distribution of these deposits have been described by Smith (1938) and later revised by Pashley (1966). Surficial deposits along streams are 40 to 100 ft thick and average approximately 50 ft thick. The terrace and stream alluvium is composed of coarse gravel, silty gravel, and gravelly sand to sandy silt. All surficial deposits are well-drained and unsaturated except along some portions of the Santa Cruz River where the water table is too high to drain them. The older deposits making up terraces are more compacted and cemented than are younger stream deposits (Davidson, 1973) and are not favorable for groundwater recharge of retained stormwater. In contrast, stream channel deposits are generally loosely-packed and uncemented, and therefore rapidly transport significant amounts of floodflow downward to the underlying aquifer. In general, the coarse nature of the surficial deposits should not restrict natural or artificial infiltration and groundwater recharge. Figure 6 shows a map locating the cross-sections to be discussed in this report. Figure 7 shows Davidson’s (1973) cross-section “H”, running east-west across the north-central portion of the Study Area. The four easternmost wells are within the Study Area boundary. Figure 7 illustrates the relatively thin (0-100 ft bgs) layer of recent alluvium and the increasing depth of the primary aquifer (Fort Lowell Formation and Tinaja Beds) from the Study area’s edges toward its center. This cross-section also shows a general increase in fines content in the surficial and underlying deposits from the eastern edge of the Study Area to its center. These trends in fines content are reasonable and consistent with sediment deposition processes and subsurface data from other studies in the Tucson basin. However, the relatively low percentages (generally less than 30%) of coarse-grained materials (gravel and sand) shown in both surficial and underlying deposits in Figure 7 are not consistent with information and data presented herein, nor with data in several recent in-depth hydrogeologic characterization studies in the Tucson Basin. That is, less than 30% coarse GeoSystems Analysis, Inc Tucson, Arizona/ Reno, Nevada 6 Hydrogeologic Review for Lee Moore Wash Study Area 7/5/2007 material is far too low compared to laboratory-measured particle size distribution data from recently drilled boreholes in the Tucson Basin. For example, recent studies in Cañada del Oro (GeoSystems Analysis, Inc., 2000) and in Rillito Creek (Hoffmann and Others, 2002) have shown that recent alluvium and the underlying Fort Lowell Formation generally contain more than 70% coarse materials. Although these studies were conducted a considerable distance to he northwest of the Study Area, the percentage of coarse material measured is likely more representative of the Fort Lowell Formation in the Tucson Basin than the values shown in Figure 7. The low percentages of coarse material shown in Figure 7 are likely the result of attempting to extract quantitative data (% coarse material) from very qualitative and often poor quality drill logs. In summary, the graphs of percent coarse material in Figure 7 likely provide useful data regarding general trends in coarse (and fine) particle size fractions, but should not be considered useful to provide accurate quantitative data on size fractions. Figures 8, 9, and 10 show well-log cross-sections for three shorter transects (A, B, and C, respectively) in the Study Area. Locations for these transects, each running approximately southwest to northeast, perpendicular to surface and groundwater flow, are shown in Figure 6. Wells were drilled to between 350 and 500 ft bgs in surficial deposits. Although driller logs for transects A and B indicate the presence of clays and some conglomerate/caliche layers through most depth increments in all the wells, they also noted sand, gravel or rock content through most of the well depths. Only the two northeastern wells in transect C, in the Study Area’s southwest corner, show fines and conglomerate/caliche layers extending from the surface to beyond the first 25 ft bgs. 3.2 Fort Lowell Formation/Upper Tinaja Beds The Fort Lowell Formation is a productive water-bearing unit in which the water table is most often located. Its depth and thickness beneath a potential basin site will influence the storage potential and infiltration rate for that basin. The Fort Lowell is a locally-derived sedimentary deposit unconformably overlain by younger surficial deposits and unconformably overlying the older Tinaja Beds in most of the Tucson Basin (Davidson 1973, Anderson 1979). The Fort Lowell deposits consist of 300 to 400 ft of gravel to clayey silt throughout most of the basin, but thin toward the mountains. As a result of its fluvial depositional environment, the formation grades from a silty gravel near the margin of the basin to a silty sand and clayey sand, with decreasing permeability, in the central part of the basin. Figure 7 shows the Fort Lowell across the northern portion of the Study Area trending from approximately 250 ft thick (10 ft bgs) on the western and eastern edges to 400 ft thick (100 ft bgs) near the Santa Cruz. Cross-sections for the easternmost two wells show the Fort Lowell to be fully saturated, while the two westernmost wells show an unsaturated zone in the upper onequarter to two-thirds of the unit. In some locations, including along the margins of the Study Area’s eastern and western slopes, the upper surface of the Fort Lowell does not appear to be eroded and a red clayey soil underlain by caliche cemented zone has developed in the upper few feet of the unit. Other potentially lower-permeability layers are interpreted to be present at depth within the Fort Lowell and the GeoSystems Analysis, Inc Tucson, Arizona/ Reno, Nevada Hydrogeologic Review for Lee Moore Wash Study Area 7/5/2007 7 Upper Tinaja beds based on density geophysical logs in Exxon State Well (32)-1 by Houser et al. (2004). These researchers interpret numerous higher and intermediate bulk density peaks in the upper approximately 1,100 ft to be due to the presence of thin calcite cemented gravel (conglomerate) beds less than 5 ft thick; and slightly indurated, calcareous micaceous siltstone and sandstone beds 5 to 10 ft thick, respectively. Despite the prevalence of finer-textured sediments (silty sand and clayey silt) in the Fort Lowell Formation, Davidson (1973) states that the Fort Lowell Formation is a highly permeable unit and supplies a significant amount of water used in the basin. Well test data indicates that Fort Lowell permeabilities range from 150 to at least 700 gpd/ft2, water supply wells commonly yield 500 to 1,500 gpm, and specific capacities range from 10 to 100 gpm per ft of drawdown (Davidson, 1973). A high horizontal permeability allows water to move beyond the lateral extent of any low-permeability stratum and downward in a stair-stepping manner toward the aquifer. The Fort Lowell exhibits these favorable productivity values despite often being unsaturated over 50 percent of its thickness at many locations. Finally, nearly all water produced from the Fort Lowell Formation contains less than 500 mg/L dissolved solids, is a calcium sodium bicarbonate type, is moderately hard to hard, and is well suited for public supply (Davidson, 1973). The Upper Tinaja Beds, which also contain lower-permeability facies, are another major producing aquifer in the Tucson Basin (Davidson, 1973). Parameters related to the waterproducing capability of the Upper Tinaja Beds are expected to be slightly less favorable than those presented for the Fort Lowell Formation. Since the Upper beds are more permeable than underlying beds, it is expected that Upper bed parameters to be near the upper end of the parameter ranges given by Davidson (1973). These ranges are as follows: permeability – 10 to 400 gpd/ft2, transmissivities – 10,000 to 150,000 gpd/ft, and specific capacities – 1 to 40 gpm per ft drawdown. Although the saturated portion of the Fort Lowell formation likely will provide no obstacles to natural or artificial recharge, lower-permeability layering in the overlying unsaturated zone, when laterally extensive, may restrict the downward movement of water and result in perching and lateral spreading. Site-specific work may be required to evaluate these potential perching layers when conducting more in depth evaluation of artificial recharge potentials of sediments in Lee Moore watershed. 3.3 Groundwater Depth to groundwater and groundwater movement beneath the Study Area will affect the storage capacity and the sphere of influence of recharged stormwater. Water table location and changes in the water table elevation over time were examined to identify areas where a stormwater recharge basin might provide an offset to groundwater losses due to withdrawal. Figures 11 and 12 show depth to water in the Study Area generated from measurements made in GWSI wells in 1995-6 and 2005-6, respectively, and Figures 13 and 14 show groundwater elevation in the Study Area generated from measurements made in the same two periods. Appendices 2a and 2b provide lists of GWSI wells with water level measurements in 2005-6 and 1995-6, respectively. Note that the set of wells where depth to water was measured in the 1995GeoSystems Analysis, Inc Tucson, Arizona/ Reno, Nevada 8 Hydrogeologic Review for Lee Moore Wash Study Area 7/5/2007 6 time period (Figure 11) differed somewhat from the set of wells measured in the 2005-6 period (Figure 12); and as expected, kriged contour lines are somewhat different. In addition, two wells (GWSI Well Site IDs 31584011463701 and 320253110423701) exhibit depth to water values approximately 100 ft deeper than most nearby wells suggesting that significant pumping is occurring from these wells. To improve the fit between kriged contour lines and measured values in the area west of Houghton Rd and east of Sahaurita Rd in and near the Study Area, these two wells were removed from the 1995-6 well data set, and the former well (GWSI ID 31584011463701) was removed from the 2005-6 data set. Finally, because of the virtual absence of depth to water measurements in the region east Houghton Rd and south of Sahaurita Rd (Figures 11 and 12), the kriged contour lines in this region likely have little, if any meaning. Groundwater flow, like that of surface water, is toward the northwest, except near the Santa Cruz River in 2005-6 (Figure 14), where groundwater levels have been impacted by the implementation in 2000 of the Pima Mine Road Recharge Project (PMRRP) located just west of the Study Area (Central Arizona Project 2006). Of those 63 wells having GWSI water level measurements in both 1995-6 and 2005-6, 27 wells showed declines between 1 and 25 ft (mean decline of 13 ft) and 33 showed recoveries between 3 and 76 ft (mean recovery of 38 ft). Three wells showed no change in groundwater level. Table 3 provides a list of these wells with water table elevation and depth to water during both time periods. Shallow groundwater (46 to 202 ft bgs) is found within approximately 3 miles of the Study Area’s western edge where groundwater measured in the same wells in both time periods examined has risen an average of 28 ft (median of 30 ft and range of -19 to +76 ft) due to operation of the PMRRP. Water levels in wells located east of that 3-mile area range in depth from 42 to 555 ft bgs and have declined a mean 12 ft (median of -13 ft and range of -25 to +5 ft) in the 10-year period. Figure 15 shows the change in water levels between 1995-6 and 2005-6 from east to west. The ADWR Wells-55 database was used to identify potentially high water production wells in the Study Area. As of September 2006, the database contained records for 570 water production wells in the Study Area. 487 of these records include an installation date and, of these, 350 were installed by June 1996 and 137 were installed after that date (by June 2006), representing a 39% increase in the number of wells during the 10-year period. Because these wells are all “Exempt” stock or domestic wells, they typically use less than 2 acre-ft per annum (afa), however, depending on the aquifer transmissivity and storativity, this rate of use over a 10 year period could still result in a substantial amount of aquifer drawdown. It is not known whether any of the 83 wells with unknown installation dates contribute to the observed drawdown. Because wells with measurements are unevenly distributed spatially throughout the Study Area and are particularly sparsely distributed in its eastern and southern portions, groundwater elevation interpolations are made over broad ranges and should be cautiously interpreted. Also note: Unless specific geographic coordinates are provided by the driller or well owner, ADWR GeoSystems Analysis, Inc Tucson, Arizona/ Reno, Nevada 9 Hydrogeologic Review for Lee Moore Wash Study Area 7/5/2007 assigns to both the ADWR Wells-55 and GWSI databases approximate UTM coordinates, using the cadastral location, to the 10-acre (center point of the ¼ x ¼ x ¼ section) level. Mapped well coordinates may therefore differ somewhat from on-the-ground well locations. 4.0 RIPARIAN AREAS Conservation of riparian habitat in the Study Area requires ensuring a reliable water source for mesquite and other riparian plant species. In addition, the presence of a stormwater capture/incidental recharge basin may offer the potential to offset groundwater losses from nearby water production wells or result in shallow perched groundwater that could be utilized by vegetation. Figure 16 shows depth to water generated from 2005-6 GWSI measurements relative to riparian habitat in the Study Area. This figure indicates that, within the mapped riparian areas, the regional groundwater table is well below the maximum depth (10-30 ft bgs, Stromberg et al. 1996) used by facultative phreatophytes, such as mesquite, which inhabit the area’s riparian corridors. Although the groundwater elevation data in some areas are sparse, these data indicate that the Lee Moore Watershed riparian habitat areas are most likely supported by seasonal precipitation stored within the vadose zone (i.e. perched water). The extent to which facultative phreatophytes require groundwater is reflected in the canopy density (Scott, 2007). For example, groundwater use by mesquites on the terrace deposits of the San Pedro River vary greatly, such that lower mesquite density areas have been observed to rely mainly on precipitation (Scott et al., 2000), whereas higher mesquite density areas are reported as using primarily groundwater (Scott et al., 2004). Recent work has also shown that mesquite have the ability to hydraulically redistribute near surface soil water to greater depths for future use during dry periods (Hultine et al., 2004). Consequently, in the absence of additional field data collection on mesquite density and the occurrence of shallow groundwater in these areas, the existing data indicates that the riparian habitat areas are not connected to the regional aquifer system. Figure 16 also shows all wells with “Non-Exempt” status and their primary water use. Most of these are domestic and irrigation wells located along the Santa Cruz River and municipal water service wells distributed across the northwest quarter of the Study Area. Most of these wells, and 11 of the 14 wells located actually within a riparian area, are in the zone due west of the PMRRP, where the water table is rising due to this large-scale recharge effort. Consequently, it is unlikely that groundwater pumping from the regional aquifer will impair riparian habitat present in the Lee Moore Watershed area. Nonetheless, site specific monitoring would be necessary to confirm the absence (or presence) of shallow groundwater conditions. GeoSystems Analysis, Inc Tucson, Arizona/ Reno, Nevada 10 Hydrogeologic Review for Lee Moore Wash Study Area 7/5/2007 5.0 SUMMARY A baseline hydrogeologic data compilation was performed for the Study Area with respect to the general potential for stormwater detention basins to contribute groundwater recharge to the local aquifer. The following observations can be made from the existing data: • Soil series data indicate increasing soils permeability in the central to northern areas of the Study Area, inversely proportional to surface elevation. Consequently, stormwater capture/incidental recharge basins in the central portion of the Study Area may be more favorable for recharge. • Soil clay content distributions indicate areas of potential moderate permeability in the central and southwestern regions of the Study Area; and lower permeability and slower infiltration in areas of bedrock exposure in the south-central area and in channel bottoms in the northern portion of the Study Area. The presence and the likely effect of restrictive clays on recharge from stormwater capture/incidental recharge basins should be evaluated on a site-specific basis. • Older stream deposits (terraces) are more compacted and cemented than younger stream channel deposits and therefore should be identified and avoided if possible. In contrast, younger stream channel deposits along existing channels can be highly permeable. Stormwater/recharge basins should be located on these younger deposits, if possible. • Well-based hydrogeologic cross-sections suggest that relatively-permeable surface alluvial sediments range from 0-100 ft in thickness above the lower-permeability Fort Lowell Formation. Even though the underlying Fort Lowell Formation has numerous lower permeability layers, they are likely not continuous over long distances. The presence and the likely effect of such layers in restricting recharge from stormwater capture/incidental recharge basins should be evaluated on a site-specific basis. • Groundwater levels have dropped an average of 12 ft between 1995-96 and 2005-06, except for the Study Area’s northwest portion, adjacent to the Pima Mine Road Recharge Project, where well water levels have increased by as much as 76 ft. • Interpolated groundwater elevations below mapped riparian areas are greater than 60 ft below ground surface, suggesting that vegetation in these areas is dependent on stored vadose zone water rather than the regional aquifer. • In areas where the presence of shallow lower-permeability layers above the water table create the potential for groundwater perching, construction of flood control/recharge basins may enhance vegetation development. • Site-specific evaluation of local hydrogeologic conditions is necessary to determine specific recharge-related characteristics of any location. GeoSystems Analysis, Inc Tucson, Arizona/ Reno, Nevada 11 Hydrogeologic Review for Lee Moore Wash Study Area 7/5/2007 6.0 REFERENCES Anderson, S.R., 1987. Cenozoic Stratigraphy and Geologic History of the Tucson Basin, Pima County, Arizona. U.S. Geological Survey. Water-Resources Investigations Report 87-4190. 20 pp. Arizona Meteorological Network, 2006. Normal Data Files (Historical Averages) for Tucson [University of Arizona] Campus Agricultural Center, 1987-2001. Online at the AZMET Bouwer, H. 1986. “Intake Rate: Cylinder Infiltrometer”. In: Klute, A. (ed), Methods of Soil Analysis, Part 1, Physical and Mineralogical Methods (2nd ed.). American Society of Agronomy, Chapter 32, pp. 825 - 843. Central Arizona Project, 2006. Pima Mine Road Recharge Project. Website: http://www.capaz.com/recharge. Cochran, C.C. and M.L. Richardson, 2003. Soil Survey of Pima County, Arizona, Eastern Part. U.S. Natural Resources Conservation Service. 353 pp., maps. Davidson, E.S., 1973. Geohydrology and Water Resources of the Tucson Basin, Arizona. U.S. Geological Survey. Geological Survey Water-Supply Paper 1939-E. 81 pp. Gelderman, F.W., 1972. Soil Survey of the Tucson-Avra Valley Area, Arizona. U.S. Soil Conservation Service. 70 pp. Guide to Mapping Units, maps. GeoSystems Analysis, Inc. 2000. Cañada del Oro Supplemental Recharge Feasibility Investigation, Progress Report, Subsurface Investigations (Task 2). Prepared for Arizona Department of Water Resources, Metropolitan Domestic Water Improvement District, and the Town of Oro Valley. Hoffman, J.P., M.A. Ripich, and K.M. Ellet. 2002. Characteristics of Shallow Deposits beneath Rillito Creek, Pima County, Arizona. U.S. Geological Survey, Water Resources Investigation Report 20014257. Houser, B.B., L. Peters, R.P. Esser, and M.E. Gettings, 2004. Stratigraphy and Tectonic History of the Tucson Basin, Pima County, Arizona, Based on the Exxon State (32)-1 Well. U.S. Geological Survey. Scientific Investigations Report 2004-5076. 37 pp. Oppenheimer, J.M. and J.S. Sumner, 1980. Depth-to-Bedrock Map, Basin and Range Province, Arizona. University of Arizona, Laboratory of Geophysics. 1 map. Pashley, E.F., 1966. Structure and stratigraphy of the central, northern, and eastern parts of the Tucson Basin, Arizona (Ph.D. thesis). University of Arizona, Tucson, AZ. 231 pp., ill., maps. Richardson, M.L., S.D. Clemmons, and J.C. Walker, 1979. Soil Survey of Santa Cruz and Parts of Cochise and Pima Counties, Arizona. Soil Conservation Service and Forest Service. 99 pp., Guide to Mapping Units, maps. GeoSystems Analysis, Inc Tucson, Arizona/ Reno, Nevada 12 Hydrogeologic Review for Lee Moore Wash Study Area 7/5/2007 Scott, R.L., Shuttleworth, W.J., Goodrich, D.C., Maddock, T., III 2000. water use of two dominant vegetation communities in a semiarid riparian ecosystem. J. Ag. and For. Meteorol. 105(1-3):241-256. Scott, R.L., Edwards, E.A., Shuttleworth, W.J., Huxman, T.E., Watts, C., Goodrich, D.C. 2004. Interannual and seasonal variation in fluxes of water and carbon dioxide from a riparian woodland ecosystem. J. Ag. And For. Meterol. 122(1-2):65-84. Scott, R.L., 2007. Research Hydrologist, USDA-ARS Southwest Watershed Research Center, personal communication. Smith, G.E. P., 1938. The physiography of Arizona Valleys and the Occurrence of Groundwater. Technical bulletin - University of Arizona, Agricultural Experiment No. 77. Stromberg, J.C., R. Tiller, and B. Richter, 1996. Effects of groundwater decline on riparian vegetation of semiarid regions: the San Pedro, Arizona. Ecological Applications 6(1): 113-131. GeoSystems Analysis, Inc Tucson, Arizona/ Reno, Nevada Stantec - Lee Moore Study Area Hydrogeologic Review, Final Report 3/6/2007 Table 1. Permeability of Soil Associations in the Lee Moore Wash Study Area Permeability4 Numerical and Qualitative Values Soil Association HayhookMohave-Tubac Approximate Fraction of Association Area Occupied by Soil Series (Ignoring Minor 1 Soil Series Soils) Landform Basin floors and fan terraces Flood plains Grabe-Anthonyand alluvial Gila fans Hayhook 0.54 Mohave 0.26 Tubac 0.20 Grabe 0.43 0-60 Anthony 0.32 0-60 Gila Sonoita 0.25 0.56 Valencia 0.22 0-60 0-72 0-24 24-48 48-60 0-10 10-25 25-45 45-60 0-2 2-30 Terraces and SonoitaValencia-Tubac alluvial fans PinalenoStagecoachCave Cave-RillitoMohave BernardinoWhite HouseHathaway ContinentalSonoita Tubac 0.21 Pinaleno 0.61 Fan terraces, relic fan terraces, and Stagecoach hills Low dissected terraces Fans and piedmont plains 1 0.28 Cave 0.12 Cave 0.49 0.38 Mohave 0.13 Bernardino 0.47 White House 0.35 Hathaway 0.19 Continental 0.53 Sonoita 0-3 3-6 6-40 40-60 0-2 2-14 14-31 0.47 Gravelly sandy loam or sandy loam Loam stratified with very fine silt loam, sandy loam, and silty clay loam loam surface layered in laces) Sandy loam Sandy clay loam Sandy loam clay loam, and clay Clay Clay loam Very fine sandy loam Very cobbly sandy loam Extremely cobbly sandy clay loam 0-11 11-42 42-60 0-54 54-64 0-33 33-60 Weakly cemented gravelly loamy coarse sand Gravelly loam Very gravelly sandy loam Clay loam Loam 10-19 19-40 40-60 0-7 7-20 20-60 0-10 Gravelly clay loam and clay Gravelly sandy loam Gravelly loam, clay loam, and clay Gravelly sandy clay loam Gravelly sandy clay loam, gravelly and very gravelly sandy loam, and sandy loam Gravelly sandy loam and gravelly sandy clay loam 31-72 0-70 Gravelly and very gravelly sandy clay loam, and gravelly sandy loam Gravelly sandy loam 0-14 15-60 0-39 39-78 0-60 3 USCS Group Symbol SM, SC-SM SM, SC-SM SM, SP-SM, SC-SM Range feet/day 4-12 4-12 12-40 Loam SC, CL, CL-ML, SC-SM 1.2-4 Sandy loam SC, SC-SM, 4-12 Sandy clay loam, clay loam SC, CL 1.2-4 Loam SC, SC-SM, 1.2-4 Sandy Loam SM, SC-SM, SC 4-12 Loam CL, CL-ML 1.2-4 Clay CH, MH 0.12-0.4 Loam stratified with sandy loam, silt loam, and silty clay loam (gravelly in places) SM or ML 1.26-4 Extremely gravelly sandy clay loam Very gravelly sandy loam Very gravelly loam, very gravelly sandy loam, gravelly sandy loam Extremely gravelly loam, extremely gravelly sandy loam Very gravelly loamy sand Gravelly fine sandy loam Indurated sand loam Gravelly loam (loam or gravelly sandy loam in places) Indurated hard pan 30-60 0-10 Rillito Fans and terraces Depth below Ground 2 Surface Dominant USDA Texture inches bgs Sandy loam 0-24 Gravelly sandy loam 24-38 Gravelly loamy sand, loamy sand 38-60 Qualitative 6 Harmonic Mean Permeability of Harmonic Mean of Weighted by Soil Association Layers in Upper Fractional Area of Based on 5 Midpoint 20 to 30 inches Major Soils Harmonic Mean feet/day feet/day feet/day 8.0 8.0 8.00 26.0 2.6 8.0 2.6 2.6 8.0 2.6 0.26 2.78 5.2 Moderately Rapid 4.5 Moderately Rapid 3.4 Moderate 2.7 Moderate 1.14 Moderately Slow 1.0 Moderately Slow 0.6 Moderately Slow 0.72 2.64 2.64 SM 4-12.6 8.30 ML or CL SC or ML SM SC SM SM, ML, SC, or CH CH CL ML SC, SC-SM GC 1.26-4 1.26-4 4-12.6 0.4-1.26 4-12.6 1.26-12.6 0.12-0.4 0.4-1.26 1.26-4 4-12 0.4-1.2 2.64 2.64 8.30 0.82 8.30 7.00 0.26 0.84 2.64 8.0 0.8 GP-GC GM, GM-GC, GP-GM GM-GC, SC-SM, GC, SC GC, GM-GC, GP-GM, GM GP-GM, GM, GM-GC SM, SC-SM SM 0.4-1.2 4-12 0.8 8.0 4-12 8.0 4-12 12-40 1.2-4 10 <0.12 4-12 8.0 26.0 2.6 0.0410 4.0 SM or ML - 1.26-12.6 >0.1210 7.00 0.0410 SM SM GM CL ML 0.12-0.4 1.26-4 4-12.6 0.4-1.26 0.4-4 0.26 2.64 8.30 0.84 2.60 CH SM, SM-SW CL SC 0.12-1.2 1.2-4 0.12-0.4 0.4-1.2 0.66 2.6 0.26 0.8 GM, GM-GP 1.2-4 2.6 SM, SC 1.2-4 2.6 8.30 2.78 2.64 8.30 0.42 0.86 8.00 0.06 0.08 2.64 0.84 1.06 0.2 2.6 0.38 SC SM 1.2-4 0.4-1.2 2.6 0.8 0.8 Assumes fractional area occupied by each soil series in the associations covered by the soil survey (Cochran and Richardson, 2003) is approximately equal the fractional area in the associations within Lee Moore Wash. Minor soil series are ignored. 2 U.S. Department of Agriculture. 3 Unified Soil Classification System. 4 Equivalent to infiltration or percolation rates. 5 A layer which ends in the interval of 20 to 30 inches below ground surface is assumed to be the bottom-most layer in the calculation. If a layer does not end over this depth interval and ends at a depth exceeding 30 inches, it is assumed to end at 30 inches and is considered the bottom-most layer. If the bottom-most layer is bedrock and extends less than 20 inch bgs, it is assumed to extend downward to 20 inches. 6 See definition of permeability in Richardson, Clemmons, and Walker (1979), and Cochran and Richardson (2003). 7 Hydrologic groups defined in Table 5. 8 Assume Hydrologic Groups A, B, C, and D have numerical values equal to 4, 3, 2, and 1, respectively. 9 Qualitative infiltration (transmission) and runoff rates are defined in Table 5. GeoSystems Analysis , Inc. Table 1 Stantec - Lee Moore Study Area Hydrogeologic Review, Final Report 3/6/2007 Table 2. Cenozoic Stratigraphy of Exxon Well (32)-1 for Fort Lowell Formation through Middle Tinaja Beds Anderson (1987) Depth Interval Stratigraphic Unit Sub Unit Top Bottom ft bgs ft bgs Surficial Deposits Fort Lowell Formation Upper Tinaja Beds 30a 0 30a 350b 350b 1114b Middle 1114b 6170c Lower Pantano Formation a 6170c 8256c Depositional Environment Mature through-flowing stream flow resulting in alluvial fans, sheetflow, and stream channel deposits Rocks Age (Epoch) Holocene to Late Tens of feet of gravel and gravelly sand of Pleistocene (Present fluvial orgin. to ~1.3 Ma) Transition from closed-basin to interbasin depositional environment (through-flow drainage) Late Pleistocene to resulting in deposition of alluvial fans and alluvial 300 to 400 ft of gravel to clayey silt Late Pilocene (~1.3 plains from materials from the surrounding to ~2 Ma) mountains. Hundreds of feet of sand and clayey silt in Late Pliocene to Late Second episode of basin and range block faulting center of basin and gravel and sand on the Miocene (~2 to ~6 sedimentation, and subsequent uplift edge of the basin. No accumulation of Ma) evaporites. First episode of basin and range block faulting and horst-garben trough formation,, sedimentation, and subsequent uplift Thousands of feet of coarse to fine grained Late Miocene(?) to sediments and evaporites. Gypsiferous Middle Miocene(?) and anhydric clayey silt and mudstone. (~6 to ~12 Ma) Missing along edge of basin. Widespread continental sedimentation, volcanism, plutonism, uplift, and complex faulting Silty gravel and conglomerate and tilting of rock units Conglomerate, sandstone, mudstone, and Widespread continental sedimentation, gypsiferous mudstone. Interbedded in volcanism, plutonism, uplift, and complex faulting places with volcanic flows and tuffs, and and tilting of rock units locally contain landslide debris and lenses of megabreccia. Middle Miocene(?) to Early Miocene(?) (~12 to ~24 Ma) Late Oligocene(?) to Late Eocene(?) (~24 to ~38 Ma) Average thickness of surficial alluvium below terrace level is less than 30 ft per Davidson (1973). b Estimated from Plate 1 in Anderson (1979). c Assumed Anderson (1979) contact of Lower Tinaja beds/Pantano Formation is the same as the Lower Basin Fill/Pantano Formation in Hauser et al. (2004). GeoSystems Analysis , Inc. Table 2 Stantec - Lee Moore Study Area Hydrogeologic Review, Final Report 3/6/2007 Table 3. Revised stratigraphy for the Exxon State (32)-1 Well by Houser et al. (2004) Depth Interval Top Depth Stratigraphic Sub Sub-Sub Depositional ft bgs ft bgs Age (Epoch) Unit Unit Unit Environment Rock Types Upper Unit A Mainly thin bedded and poorly consolidated pale (Cienega yellowish-brown alluvial sediments of highly Creek fan Unit A 199 1120 Medial alluvial fan variable density1 consisting of interbedded sandy Lower Pleistocene(?) or Upper Pliocene(?) ) deposits) conglomerate, pebbly sandstone, siltstone, and calcareous sandy mud. 1856 Distal alluvial fan, alluvial plain Chiefly light brown unconsolidated sand mud and somewhat better indurated, very fine-grained Lower Pleistocene(?) or Upper Pliocene(?) ) micaceous sandstone of less variable density 2 than overlying sediments. 2980 Playa, playa margin, distal alluvial fan Gypsiferous sand lime mud, overlying sandy lime mud with sparse gypsum, overlying sandy lime Lower Pliocene(?) to Upper Miocene(?) mud and poorly indurated muddy sandstone with minor pebble conglomerate beds. Lower Unit A Upper Basin Fill 1120 Unit B 1856 Unit C 2980 3840 Unit D 3840 6170 6170 8256 Lower Basin Fill Pantano Formation Mid Tertiary Volcanic and Sedimentary Rocks 8256 10026 Bisbee Group 10026 12001 Granitoid Rock 12001 12556 Sandy braidplain, proximal or medial alluvial ban at base of unit Medial to distal alluvial fan Syntectonic deposits of alluvial fans, playas, rock avalanches, and volcanic flows Diverse group of rocks with uncertain correlation to units exposed at the ground surface Fluvial, lacustrine, and marine sedimentary rocks Plutonic rocks Sandstone, siltstone, and conglomerate at base. Upper(?) Miocene(?) Calcareous mud, siltstone, sandstone, and conglomerate. Upper(?) and Middle Miocene Well consolidated gysiferous, muddy conglomeate containing an andesite flow, and composite rock avalanche deposit. Lower Miocene and Upper Oligocene (?) 17 Ma - 26.9 Ma Lamprophyre(?) dike or sill, intermediate composition lava flow, conglomerate, crystallithic ash-flow tuff, limestone conglomerate, pyroxene trachyte flow. Miocene(?) - Oligocene(?) Shale, sandstone, thin-bedded limestone, and conglomerate. Lower Cretaceous and Upper Jurassic Granitoid. Pre Upper Jurassic 1 Low bulk density unconsolidated very calcareous sandy mud, thin beds of intermediate density slightly indurated calcareous micaceous siltstone and sandstone beds interbedded with gravel, and thin beds of high density calcite and cemented gravel. Limestone clasts absent below 1040 ft bgs. 2 A downward decrease in moderatedly well cemented conglomerate beds and an increase in sandy lime mud results in a decrease in the variability of bulk density. Color change at 1120 ft bgs and influx of limestone chips at 1040 ft bgs probably records the beginning of deposition of the alluvial fan that occupies much of the surface of the Tucson Basin. GeoSystems Analysis , Inc. Table 3 Stantec - Lee Moore Study Area Hydrogeologic Review, Final Report Table 4. GWSI Wells with Water Level Measurements in 1995-6 and 2005-6 1995-6 2005-6 ADWR UTM GW Elev GW Depth Meas Date GW Elev GW Depth GWSI ID Reg # E1 UTM N ft amsl ft bgs ft amsl ft bgs 320132110573501 607805 503751 3543081 2507 127 1/19/1995 2576 58 320455110573401 619880 503827 3549331 2471 124 1/20/1995 2501 94 320510110573401 619885 503827 3549701 2474 121 1/9/1995 2503 92 320520110573501 619884 503853 3550163 2454 133 1/9/1995 2500 87 320147110572801 607806 503987 3543543 2504 121 1/19/1995 2569 56 320146110572801 607807 503987 3543512 2495 130 1/19/1995 2558 67 320334110572601 086528 504038 3546838 2468 135 1/18/1995 2491 112 320335110572701 632691 504038 3546868 2475 105 11/30/1995 2515 65 320113110573701 607803 504066 3542496 2510 127 1/19/1995 2586 52 320243110572201 607782 504144 3545267 2501 107 1/19/1995 2551 57 320325110572001 619879 504274 3546684 2486 106 1/9/1995 2525 67 320401110571201 618411 504405 3547669 2485 125 1/27/1995 2515 95 320007110570601 607795 504565 3540465 2531 124 1/19/1995 2587 69 320033110570601 607800 504565 3541265 2538 108 1/19/1995 2596 50 320100110571501 607801 504565 3542035 2517 121 1/19/1995 2592 46 320252110571201 619887 504616 3545545 2494 116 1/9/1995 2535 75 315728110570301 624001 504646 3535569 2556 147 1/10/1995 2542 161 315849110570001 623998 504881 3537971 2532 143 1/10/1995 2535 140 315913110565301 623999 504881 3538771 2531 139 1/10/1995 2543 127 315812110565301 623997 504882 3536739 2566 124 1/10/1995 2562 128 315702110565001 623991 504909 3534738 2578 140 1/10/1995 2562 156 315651110564201 624005 505224 3534369 2556 165 1/11/1995 2537 184 320033110563401 607818 505273 3541265 2541 114 1/23/1995 2595 60 320218110563701 619877 505324 3544498 2500 143 1/9/1995 2542 100 320143110563601 619882 505351 3543421 2504 131 1/9/1995 2547 88 315728110563901 623981 505381 3535539 2567 137 1/10/1995 2551 153 320101110563201 607811 505457 3542128 2506 139 1/19/1995 2540 105 320342110562001 801430 505768 3547423 2481 169 1/18/1995 2511 139 320033110561901 607814 505798 3541266 2531 124 1/19/1995 2549 106 320135110560701 619878 506112 3543175 2503 177 1/9/1995 2544 136 315955110555801 617261 506350 3540096 2534 138 1/24/1995 2544 128 320344110554901 506581 3547147 2488 170 1/18/1995 2514 144 315643110554501 634865 506695 3534185 2579 199 1/13/1995 2577 202 320203110554001 619876 506819 3544037 2505 179 1/9/1995 2537 147 320136110554001 619875 506820 3543206 2508 192 1/9/1995 2544 156 320106110553401 619895 506978 3542283 2515 185 1/9/1995 2546 154 320016110553301 619896 507005 3540743 2525 160 1/9/1995 2544 141 315855110553101 619897 507059 3538249 2553 155 1/9/1995 2547 161 320429110550701 507682 3548533 2512 161 1/9/1995 2512 161 320124110550601 619888 507712 3542837 2508 180 1/9/1995 2530 158 315857110545501 619898 508004 3538312 2548 177 1/9/1995 2544 181 320101110550201 619894 508080 3542129 2514 210 1/9/1995 2519 206 320007110533301 619901 510154 3540469 2539 216 1/9/1995 2517 238 395909110530701 619903 510917 3538745 2554 228 1/9/1995 2529 254 320043110522901 619893 511831 3542010 2569 233 1/9/1995 2551 251 320007110522801 619900 512017 3540471 2570 230 1/9/1995 2558 242 315909110520701 619904 512544 3538747 2591 240 1/17/1995 2578 253 320053110513501 619905 513327 3541919 2580 261 1/9/1995 2567 274 320402110502802 514997 3547802 2568 299 12/1/1995 2550 317 320402110502803 514997 3547802 2592 275 12/1/1995 2572 295 320345110492601 619870 516624 3547189 2585 320 1/11/1995 2567 338 320403110483901 611583 517986 3547653 2574 378 1/19/1995 2559 393 315109110482301 805420 518343 3523947 3918 192 1/13/1995 3910 200 315130110475201 519209 3524656 4079 76 1/13/1995 4078 77 315126110473201 804754 519630 3524472 4152 78 1/18/1995 4146 84 320016110472901 619865 519704 3540760 2610 464 1/11/1995 2597 477 320238110465201 604337 520613 3545164 2618 437 1/16/1995 2605 450 315840110463701 521101 3537807 2639 555 12/1/1995 2639 555 315649110430001 533756 526804 3534557 3688 42 1/16/1995 3688 42 3/6/2007 Meas Date Change in GW Depth 2/15/2005 69 12/16/2005 30 12/16/2005 29 12/16/2005 46 2/15/2005 65 2/15/2005 63 2/1/2005 23 1/11/2006 40 2/15/2005 76 2/15/2005 50 12/16/2005 39 2/2/2005 30 2/15/2005 56 2/15/2005 58 2/15/2005 75 1/1/2006 41 2/23/2005 -14 2/18/2005 3 2/18/2005 12 2/18/2005 -4 2/18/2005 -16 2/23/2005 -19 2/15/2005 54 12/16/2005 42 1/1/2006 43 2/18/2005 -16 2/18/2005 34 2/2/2005 30 2/15/2005 18 12/16/2005 41 2/2/2005 10 2/2/2005 26 2/3/2005 -2 12/16/2005 32 12/16/2005 36 12/16/2005 31 12/16/2005 19 12/16/2005 -6 12/16/2005 0 12/16/2005 22 12/16/2005 -4 12/16/2005 5 12/16/2005 -22 12/16/2005 -25 12/16/2005 -18 12/16/2005 -12 12/16/2005 -13 12/16/2005 -13 1/12/2006 -18 1/12/2006 -20 12/16/2005 -18 2/2/2005 -15 2/25/2005 -8 3/3/2005 -1 2/25/2005 -6 2/8/2006 -13 2/1/2005 -13 1/11/2006 0 1/27/2005 0 1 Wells are ordered by UTM E (west to east) GeoSystems Analysis , Inc. Table 4 T16S E I10 SAGUARO WATER COMPANY SPANISH TRAIL WATER COMPANY EO LD PANTANO PROPERTIES HOA VA IL RD E E ROCKET RD OL D W VA I10 E RD IL CAV RD SAL LOS O C E VAIL WATER COMPANY N I19 N ABREGO S WENTWORTH RD Y OMENE W S MELP S HOUGHTON RD S KOLB RD Major Streets VAIL WATER COMPANY VAIL WATER COMPANY N WENTWORTH RD S WILMOT RD S SANTA RITA RD S COUNTRY CLUB RD S I19 S LA VILLITA RD FARME RS WAT E R S OLD NOGA CO LES HY E SAHUARITA RD Study Area HY − Washes Surface Bedrock Water Provider Service Areas HY ITA Y NO AH SO OIT ON SS P Land Ownership - Pima County Land Ownership - State of Arizona Land Ownership - United States E CAMINO AURELIA DR COMM WATER CO OF GREEN VALLEY W HY HI TE HO US E NOIT A E 3 CA S SO FAR MER SW ATE R CO T18S W SAHUARITA RD Legend NS ON LD SO N I19 RAM T17S SON TUC T17S E ANDRADA RD BE N CALLE RINCONADO S NOGALES HY W T16S Lee Moore Study Area Figure 1. Property Ownership and Water Service Provider Areas E VA IL R D ARIZONA STATE PRISON S HARRISON RD E AND T WATER CO S CAMINO LOMA ALTA E OLD VAIL CONNECTION RD EO LD TU VAIL R CS ON D N DAVIDSON RD T15S TUCSON VOYAGER WATER COMPANY S RITA RD E HUGHES ACCESS RD R16E R15E R16E R14E R15E S SWAN RD R13E R14E NY ON RD 1.5 0 3 Miles R13E R14E E HU T15S G-A-G C-R-M S RD GHES ACCES R14E R15E E R16E R15E R16E Lee Moore Study Area Figure 2 Soil Associations and Soil Survey Boundaries I10 T16S Legend G-A-G P-S-C Study Area P-S-C Major Streets Surface Bedrock C-R-M Soil Survey Santa Cruz P-S-C T16S S-V-T Generalized Soil Associations H-M-T Hayhook-Mohave-Tubac P-S-C Pinaleno-Stagecoach-Cave C-S Continental-Sonoita B-WH-H Bernardino-White House-Hathaway C-R-M Cave-Rillito-Mohave NOITA HY N I19 S-V-T Sonoita-Valencia-Tubac S SO ITA H Y C-S SS O NO S WILMOT RD NOGA S OLD T18S LES H Y B-WH-H T17S Soil Survey Tucson-Avra Valley Soil Association boundary H-M-T S I19 S LA VILLITA RD T17S Soil survey Pima County East W I10 G-A-G Grabe-Anthony-Gila Gelderman, F.W., 1972. General Soil Map, Tucson-Avra Valley Area, Arizona. U.S. Soil Conservation Service. 2 Richardson, M.L., J.C. Clemmons, J.C. Walker, 1979. General Soil Map, Santa Cruz and Parts of Cochise and Pima Counties. U.S. Natural Resources Conservation Service. 3 Cochran, C.C. and M.L. Richardson, 2003. General Soil Map, Pima County, Arizona, Eastern Part. U.S. Natural Resources Conservation Service. 1 3 1.5 0 3 Miles R13E R14E R16E R15E R16E R14E R15E Lee Moore Study Area Figure 3 Soil Association Permeability G-A-G T15S C-R-M T16S Legend G-A-G P-S-C Study Area Major Streets P-S-C − Major Washes C-R-M Surface Bedrock P-S-C Generalized Soil Map Units H-M-T Hayhook-Mohave-Tubac P-S-C Pinaleno-Stagecoach-Cave T16S H-M-T S-V-T T17S B-WH-H Bernardino-White HouseHathaway C-S Continental-Sonoita C-R-M Cave-Rillito-Mohave G-A-G Grabe-Anthony-Gila S-V-T Sonoita-Valencia-Tubac Permeability B-WH-H Moderately Rapid T17S T18S Moderate C-S Moderately Slow 3 1.5 0 3 Miles R14E R15E E OLD VAIL CONNECTION RD T15S R16E R15E R16E W T16S I1 0 E OL D VA I LR S CAMINO LOMA ALTA R13E R14E D LO S E CO SAL Lee Moore Study Area Figure 4 Soil Series Percent Clay1 E RD CAV Legend Study Area Major Streets Washes S SWAN RD Surface Bedrock T16S Pima Mine Rd Recharge Project Soil Percent Clay E ANDRADA RD 0-10% T17S 10-20% 20-30% W SAHUARITA RD S HOUGHTON RD 30% or greater Other Areas Dumps Hap/Tor 2 EH OU SE CA NY ON RD HY Water S SO HY HI T NOI TA W S SO S ABREGO DR E Urban NOIT A S WILMOT RD DR T18S S OLD N O GALES H Y T17S N ABREGO S I19 S I19 RAMP N I19 Rock Clay percentage may vary within a single soil map unit across survey boundaries. 2 Haplustolls/Torriflvents - soils with a flowimpeding layer near the surface. 1 3 1.5 0 3 Miles R13E R14E R14E R15E R15E R16E R16E Lee Moore Study Area Figure 5 Depth to Bedrock T15S T16S Legend Study Area Major Streets 9,60 0 Washes 00 Surface Bedrock − 0 00 Exxon (32)-1 Well 4,8 0 Depth to Bedrock (feet below ground surface) 3, 20 0 6, 4 8, 0 9,600 8,000 6,400 4,800 3,200 T16S 1,600 T17S 11,200+ 400 1 0 ,6 0 800 0 80 0 40 1600 3200 4800 6400 8000 9600 11200+ T17S T18S Adapted from: Oppenheimer, J.M. and J.S. Sumner, 1980. Depth-to-Bedrock Map, Basin and Range Province, Arizona. University of Arizona Geophysics Laboratory. 3 1.5 0 3 Miles S HARRISON RD W RD E ROCKET RD I10 E OL D VA I LR R D R HI LL VA IL Lee Moore Study Area Figure 6 Locations of Well Cross-Section Transects L I10 SP AN ISH T Legend D Study Area Major Streets H' Surface Bedrock B S KOLB RD C' N DAVIDSON RD Y S MELP OMENE W B' E SAHUARITA RD W SAHUARITA RD S HOUGHTON RD S SANTA RITA RD E ANDRADA RD Land Ownership - Arizona Land Ownership - United States Transects with Wells Used in Cross-Sections N ABREGO A-A' B-B' C-C' H-H' C S OLD NOGA LES HY Land Ownership - Pima County HY ITA Y NO AH SO OIT ON SS S NOGALES HY H DR HI TE HO US E CA N S SO W NOIT A HY 3 E YO N RD − Washes LD SO S LA VILLITA RD EO LD RD ORTH NTW N I19 T18S RD S WE N I19 RAMP S I19 T17S VAI L EO LD N CALLE RINCONADO T17S S WILMOT RD A' T16S EO LD E E OLD VAIL CONNECTION RD A HY PI ST O SO N S E RITA RD S CAMINO LOMA ALTA BE N E VA IL R D E HUGHES ACCESS RD T16S S SWAN RD T15S E R16E R15E R16E R14E R15E S RITA RD R13E R14E Cross-Section Designations (Figures 7, 8, 9, 10) 1.5 0 3 Miles Stantec –Lee Moore Study Area Hydrogeologic Review, Final Report 6/27/2007 Key Qs3 – Stream and floodplain alluvial deposits Qs2 – Youngest terrace deposits Qs1 – Intermediate terrace deposits Qs – Undifferentiated alluvial deposits Qf – Fort Lowell Formation Ts – Tinaja Beds Tos – Pantano Formation Mzs – Undifferentiated sedimentary rock Tkv? – Welded tuff, breccia, flows, tuff, and interbedded sedimentary rock? pCg – Intrusive and sedimentary rocks Figure 7 Well-Log-Based Hydrostratigraphic Cross-Section “H” from Davidson, E.S., 1973. Geohydrology and Water Resources of the Tucson Basin, Arizona. U.S. Geological Survey. Geological Survey Water-Supply Paper 1939-E. GeoSystems Analysis, Inc. Figure 7 ! ! ! ! ! ! ! S OLD NOGA LES HY N I19 N ABREGO ! W SAHUARITA RD E CAMINO AURELIA D R H IL L Major Streets Surface Bedrock ! ! − GWSI Wells with 1995-96 Water Levels Depth to Water 1995-6 Ground Surface Elevation (feet above mean sea level) High : 6632 Low : 2445 Wells with Water Levels approx. 555 ft bgs Removed from Groundwater Model W ! HI TE HO U ! ! SE CA S SO E NOIT A HY DR T18S E SAHUARITA RD ! S I19 T17S 315840110463701 ! S KOLB RD !! ! OMENE WY ! S COUNTRY CLUB RD P S SANTA RITA RD N I19 RAM S LA VILLITA RD ! ! E ANDRADA RD Study Area HY ITA Y NO AH SO OIT ON SS ! ! S WILMOT RD ! ! ! ! ! ! Legend HY LD SO T17S ! ! ! ! T16S ! ! ! NS ON S MELP ! ! BE N CALLE RINCONADO S NOGALES HY ! S HOUGHTON RD ! L 320253110423701 ! ! S WENTWORTH RD ! PI ST O W E ROCKET RD I10 ! ! RD W ! ! VA IL Lee Moore Study Area Figure 11 Depth to Water, 1995-6 from ADWR GWSI Data 10-ft contour intervals S I10 ! ! ! S CAMINO LOMA ALTA ! ! EO LD N DAVIDSON RD ! !! ! RD E VA IL R D ! !! ! E VAI L N WENTWORTH RD T16S EO LD S HARRISON RD T15S S SWAN RD E HUGHES ACCESS RD ! ! ! E OLD VAIL CONNECTION RD ! ! R16E R15E R16E R14E R15E S RITA RD R13E R14E NY ON RD 3 1.5 0 3 Miles ! ! E OL D ! ! ! ! ! ! ! ! ! ! 315840110463701 E SAHUARITA RD ! ! S I19 N I19 S OLD NOGA LES HY S KOLB RD W SAHUARITA RD E SAHUARITA RD S COUNTRY CLUB RD P S SANTA RITA RD ! BE NS ON E CAMINO AURELIA Legend HY! Study Area Major Streets Surface Bedrock HY ITA Y NO AH SO OIT ON SS ! E ANDRADA RD − ! LD SO S LA VILLITA RD ! ! ! N I19 RAM N ABREGO Pima Mine Road Recharge Project ! GWSI Wells with 2005-6 Water Levels Depth to Water 2005-6 Ground Surface Elevation (feet above mean sea level) High : 6632 Low : 2445 Well with Water Level approx. 555 ft bgs Removed from Groundwater Model HY ! W HI TE HO US E NOIT A E S SO SC AM PB ELL RD DR T18S ! ! T17S T17S ! ! ! ! Lee Moore Study Area Figure 12 Depth to Water, 2005-6 from ADWR GWSI Data 10-ft contour intervals D S HOUGHTON RD ! LR N CALLE RINCONADO T16S ! ! S NOGALES HY ! ! ! ! VA I W ! S WILMOT RD ! ! S CAMINO LOMA ALTA ! RD E ROCKET RD W I10 N DAVIDSON RD ! !! VA IL E VA IL R D ! I10 S WENTWORTH RD ! E ! N WENTWORTH RD T16S ! EO LD S HARRISON RD T15S S RITA R D E HUGHES ACCESS RD ! ! ! ! E OLD VAIL CONNECTION RD ! R16E R15E R16E R14E R15E S SWAN RD R13E R14E CA NY ON RD 3 1.5 0 3 Miles ! ! ! ! ! ! ! ! ! ! ! !! S WILMOT RD S SANTA RITA RD S LA VILLITA RD ! ! ! 315840110463701 ! ! E SAHUARITA RD ! BE D R H IL L L PI ST O S Legend NS ON Study Area HY Major Streets Surface Bedrock ! ! − GWSI Wells with Water Levels 1995-6 Groundwater Elevation 1995-6 Ground Surface Elevation HY ITA Y NO AH SO OIT ON SS ! (feet above mean sea level) High : 6632 Low : 2445 ! Direction of Groundwater Flow ! S COUNTRY CLUB RD ! N I19 S OLD NOGA LES HY S I19 N ABREGO Wells with Water Levels approx. 555 ft bgs Removed from Groundwater Model E CAMINO AURELIA HY NOIT A E ! W HI TE HO US E ! ! ! CA NY ON RD S SO SC AM PB ELL RD DR T18S ! ! ! ! ! W LD SO ! ! ! N I19 RAMP T17S ! ! ! ! T17S ! ! ! ! T16S ! ! N CALLE RINCONADO S NOGALES HY ! ! ! S CAMINO LOMA ALTA 320253110423701 N DAVIDSON RD ! RD E ROCKET RD W I10 Lee Moore Study Area Figure 13 Groundwater Elevation, 1995-6 from ADWR GWSI Data 25-ft contour intervals E VA IL R D ! VA IL S WENTWORTH RD ! ! ! I10 N WENTWORTH RD ! !! ! RD EO LD E ! !! VAI L S HOUGHTON RD T16S EO LD S HARRISON RD T15S S SWAN RD E HUGHES ACCESS RD ! ! ! E OLD VAIL CONNECTION RD ! ! R16E R15E R16E R14E R15E S RITA RD R13E R14E 3 1.5 0 3 Miles ! ! ! ! ! ! ! ! ! ! S SANTA RITA RD S LA VILLITA RD 315840110463701 ! E SAHUARITA RD ! LR D R H IL L L PI ST O S VA I D W ! Legend BE NS ON Study Area Major Streets HY! Surface Bedrock − Pima Mine Road Recharge Project ! GWSI Wells with Water Levels 2005-6 Groundwater Elevation 2005-6 Ground Surface Elevation HY ITA Y NO AH SO OIT ON SS ! OL D Lee Moore Study Area Figure 14 Groundwater Elevation, 2005-6 from ADWR GWSI Data 25-ft contour intervals LD SO ! ! ! ! ! ! (feet above mean sea level) High : 6632 Low : 2445 ! Direction of Groundwater Flow N I19 S OLD NOGA LES HY S I19 S COUNTRY CLUB RD N I19 RAMP N ABREGO Well with Water Level approx. 555 ft bgs Removed from Groundwater Model E CAMINO AURELIA HY ! W HI TE HO US E NOIT A E S SO SC AM PB ELL RD DR T18S ! ! T17S T17S ! ! E N CALLE RINCONADO T16S ! ! ! ! ! S NOGALES HY ! ! ! ! S WILMOT RD ! ! S CAMINO LOMA ALTA ! RD E ROCKET RD W I10 N DAVIDSON RD ! !! VA IL E VA IL R D ! I10 S WENTWORTH RD ! N WENTWORTH RD ! RD EO LD E ! VAI L S HOUGHTON RD T16S EO LD S HARRISON RD T15S S SWAN RD E HUGHES ACCESS RD ! ! ! ! E OLD VAIL CONNECTION RD ! R16E R15E R16E R14E R15E S RITA RD R13E R14E CA NY ON RD 3 1.5 0 3 Miles Stantec - Lee Moore Study Area Hydrogeologic Review, Final Report 3/6/2007 Change in Groundwater Elevation (ft) 80 Change in Groundwater Elevation 60 No Change 40 20 0 -20 -40 -60 -80 500000 505000 510000 515000 520000 525000 530000 UTM E (m) Figure 15. Change in Groundwater Elevation in GWSI Wells between 1995-6 and 2005-6 GeoSystems Analysis , Inc. Figure 15 I10 ! ! ! !! ! ! !! ! S WENTWORTH RD ! ! ! ! LR ! ! W SAHUARITA RD S I19 S COUNTRY CLUB RD ! S KOLB RD E SAHUARITA RD N I19 S OLD NOGA LES HY ! E ANDRADA RD ! ! ! !! D R D BE NS ON − Legend HY! ! Study Area Major Streets Surface Bedrock Riparian Habitat Non-Exempt Water Production Wells HY ITA Y NO AH SO OIT ON SS ! S WILMOT RD ! ! S SANTA RITA RD ! Y ! OMENE W ! N WENTWORTH RD ! ! ! !! S NOGALES HY VA I LD SO S LA VILLITA RD OL D N CALLE RINCONADO N I19 RAMP N ABREGO Water Use ! DOMESTIC ! INDUSTRIAL ! IRRIGATION ! MINING ! MUNICIPAL E CAMINO AURELIA DR T17S E W ! ! ! ! T17S ! ! ! ! ! ! ! ! ! ! ! T16S E ROCKET RD I10 S MELP T16S W RD Lee Moore Study Area Figure 16 Riparian Areas with Depth to Water, 2005-6 and Potentially High-Volume Water Production Wells E VA IL R D !! ! S HOUGHTON RD T15S S HARRISON RD ! VA IL H IL L E L EO LD PI ST O RD S ! E OLD VAIL CONNECTION RD ! ! ! R16E R15E R16E VAI L S CAMINO LOMA ALTA ! ! S SWAN RD E HUGHES ACCESS RD EO LD N DAVIDSON RD R14E R15E S RITA RD R13E R14E HY W HI TE HO US E NOIT A E S SO SC AM PB ELL RD T18S CA NY ON RD 3 1.5 0 3 Miles Stantec - Lee Moore Study Area Hydrogeologic Review, Final Report 6/21/2007 Appendix 1. ADWR-Registered Water Production Wells in the Study Area REGID 633566 635319 808842 607827 607816 801203 800124 801317 607808 605875 607825 607806 607814 607810 607784 607782 607811 640427 628439 804845 607812 607819 619875 619880 619877 619878 619879 619882 619876 607813 607804 801279 607805 625704 801164 635391 638512 619883 631104 805277 607826 619887 619885 603841 801312 621643 619865 619889 616071 801127 619893 619888 619890 807502 804754 619894 619895 801430 801186 803754 634765 619896 632691 619897 634724 804924 801192 801393 635290 619898 638114 635396 607807 804983 806450 GeoSystems Analysis , Inc. PROG TWN N/S RNG E/W SEC ACRE160 55 16 S 15 E 18 55 17 S 14 E 22 SE 55 17 S 16 E 30 NW 55 16 S 14 E 20 SW 55 16 S 14 E 20 SW 55 16 S 14 E 6 SW 55 16 S 14 E 6 SW 55 17 S 14 E 35 SW 55 16 S 14 E 19 NW 55 16 S 14 E 6 SW 55 16 S 14 E 18 NW 55 16 S 14 E 19 NW 55 16 S 14 E 29 NW 55 16 S 14 E 18 NW 55 16 S 14 E 18 NW 55 16 S 14 E 7 SW 55 16 S 14 E 20 SW 55 15 S 14 E 31 55 16 S 14 E 18 55 16 S 14 E 6 SE 55 16 S 14 E 29 NE 55 16 S 14 E 29 NW 55 16 S 14 E 20 NE 55 15 S 14 E 31 SW 55 16 S 14 E 17 NW 55 16 S 14 E 20 NE 55 16 S 14 E 7 NW 55 16 S 14 E 20 NW 55 16 S 14 E 17 SE 55 16 S 14 E 29 NE 55 16 S 14 E 19 NE 55 17 S 15 E 13 NW 55 16 S 14 E 19 NW 55 16 S 16 E 27 NE 55 16 S 14 E 6 NW 55 17 S 14 E 28 SE 55 17 S 15 E 6 NE 55 16 S 14 E 6 NE 55 16 S 14 E 7 SE 55 16 S 14 E 6 NW 55 16 S 14 E 29 NE 55 16 S 14 E 7 SE 55 15 S 14 E 31 NW 55 16 S 14 E 19 NE 55 16 S 14 E 18 NE 55 16 S 14 E 6 NW 55 16 S 15 E 34 NE 55 16 S 14 E 4 NW 55 16 S 15 E 27 SW 55 16 S 14 E 19 NE 55 16 S 14 E 25 NW 55 16 S 14 E 21 SE 55 16 S 14 E 6 NW 55 17 S 14 E 22 NW 55 18 S 15 E 22 NE 55 16 S 14 E 21 SE 55 16 S 14 E 21 SW 55 16 S 14 E 5 SW 55 16 S 14 E 18 NE 55 17 S 14 E 22 SW 55 17 S 14 E 21 NE 55 16 S 14 E 28 SW 55 16 S 14 E 6 SW 55 17 S 14 E 4 NW 55 17 S 14 E 21 NW 55 16 S 14 E 7 NW 55 17 S 14 E 22 SW 55 16 S 14 E 18 NE 55 17 S 14 E 21 NE 55 17 S 14 E 4 NE 55 17 S 14 E 17 NE 55 18 S 15 E 22 NE 55 16 S 14 E 19 NW 55 17 S 14 E 17 NE 55 17 S 14 E 21 NW ACRE40 ACRE10 UTMX 514160 SW SE 509670 SE NE 523863 NW SW 505406 NW SW 505406 NW 503913 SE 504306 NE SE 510884 SW SE 504007 SW SE 504012 SE NW 504206 NW NE 504005 SE SW 505806 NE SW 504207 SE SW 504205 SE SW 504214 SW SW 505410 504585 504505 SW 504699 SE NE 506826 NE SE 506016 SE NE 506818 NW NW 503880 SW SW 505406 SW NW 506210 NE SW 504210 NW NW 505395 NE SE 506813 SW SW 506211 SW SE 504803 SE SW 522049 SW NW 503807 NW NE 528915 SE NW 504209 NE 508361 NE SW 514780 NW NW 504606 SW 504714 SE 504308 NE NE 506836 SW NW 504613 SW NW 503881 SE SE 505200 NE 505111 SE 504308 NE NE 519682 NE NE 507626 SW SW 518210 SE SE 505200 NW NW 511850 NW NW 507826 NW NE 504012 NW SW 508656 SE NW 519637 SE SW 508228 SW NW 507033 NE SW 505795 SW SE 504805 NW SE 508862 SW 507950 SW NW 507010 SW SE 504012 SW NW 507004 SW 507141 SW 503913 NW NE 508861 504908 NW SE 508050 SW NE 508014 SW 506309 NW SE 519433 NW NE 504005 SE NE 506814 SW NE 507242 UTMY 3544852 3532410 3532449 3542525 3542525 3547518 3547070 3529570 3542929 3546957 3544736 3543534 3541315 3544936 3544536 3545337 3542120 3549445 3544437 3547071 3541517 3541718 3543137 3549347 3544535 3543135 3546544 3543535 3544146 3541316 3542929 3535445 3543131 3542330 3548078 3531294 3538937 3548524 3545436 3547965 3541919 3545537 3549751 3542928 3545033 3547965 3540722 3548538 3540914 3542928 3541908 3542732 3548527 3533618 3524434 3542121 3542325 3547411 3544535 3532814 3533324 3540714 3546957 3538284 3533333 3546241 3533015 3544834 3533625 3538289 3534948 3524635 3543534 3535048 3533433 WELL TYPE EXEMPT EXEMPT EXEMPT EXEMPT NON-EXEMP EXEMPT EXEMPT EXEMPT NON-EXEMP NON-EXEMP EXEMPT NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP EXEMPT NON-EXEMP EXEMPT NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP EXEMPT NON-EXEMP NON-EXEMP EXEMPT EXEMPT EXEMPT NON-EXEMP EXEMPT EXEMPT EXEMPT NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP EXEMPT EXEMPT NON-EXEMP NON-EXEMP EXEMPT NON-EXEMP NON-EXEMP EXEMPT NON-EXEMP EXEMPT NON-EXEMP EXEMPT EXEMPT EXEMPT NON-EXEMP EXEMPT NON-EXEMP EXEMPT EXEMPT NON-EXEMP EXEMPT EXEMPT WELL USE1 WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER WATER WATER WELL USE2 USE1 USE2 USE3 STOCK DOMESTIC STOCK DOMESTIC IRRIGATIO DOMESTIC DOMESTIC DOMESTIC IRRIGATIO IRRIGATIO DOMESTIC DOMESTIC MONITOR IRRIGATIO RECHARGE IRRIGATIO IRRIGATIO IRRIGATIO IRRIGATIO RECHARGE IRRIGATIO DOMESTIC IRRIGATIO DOMESTIC IRRIGATIO IRRIGATIO MUNICIPAL MUNICIPAL MUNICIPAL MONITOR MUNICIPAL MUNICIPAL MONITOR MUNICIPAL MUNICIPAL IRRIGATIO MONITOR IRRIGATIO IRRIGATIO IRRIGATIO DOMESTIC DOMESTIC STOCK STOCK DOMESTIC MUNICIPAL DOMESTIC DOMESTIC DOMESTIC MUNICIPAL MUNICIPAL IRRIGATIO DOMESTIC IRRIGATIO DOMESTIC MUNICIPAL MUNICIPAL IRRIGATIO MUNICIPAL IRRIGATIO MUNICIPAL MUNICIPAL MUNICIPAL DOMESTIC DOMESTIC STOCK MUNICIPAL MUNICIPAL DOMESTIC DOMESTIC DOMESTIC IRRIGATIO STOCK DOMESTIC MUNICIPAL DOMESTIC MUNICIPAL DOMESTIC DOMESTIC STOCK DOMESTIC DOMESTIC DOMESTIC MUNICIPAL DOMESTIC STOCK IRRIGATIO DOMESTIC DOMESTIC APPROV WELL WATER CASING CASING CASING PUMP INSTALL DEPTH LEVEL TYPE DEEP WIDE PUMP TYPE POWER 1/1/1920 400 280 STEEL - P 0 6 7/3/1926 350 0 OTHER - B 350 8 1/1/1930 60 35 OPEN HOLE 35 20 1/1/1939 0 0 STEEL - P 0 4 1/1/1939 442 0 0 14 1/1/1940 0 0 0 0 6/12/1941 100 0 STEEL - P 0 6 1/1/1943 190 90 STEEL - P 200 8 1/1/1944 186 0 0 20 1/1/1946 200 107 STEEL - P 2 16 1/1/1947 0 0 STEEL - P 0 8 1/1/1948 250 141 250 16 1/1/1948 350 149 0 16 1/1/1949 185 116 STEEL - P 185 16 1/1/1949 260 120 STEEL - P 260 20 1/1/1951 230 121 STEEL - P 0 16 1/1/1951 447 169 0 16 1/1/1952 150 140 STEEL - P 150 0 1/1/1952 0 0 STEEL - P 0 12 2/14/1952 250 147 OTHER - B 250 6 1/1/1953 273 188 STEEL - P 0 16 1/1/1954 200 0 STEEL - P 0 16 7/1/1954 540 196 STEEL - P 540 16 8/1/1954 625 130 STEEL - P 400 16 8/1/1954 360 148 STEEL - P 360 16 8/1/1954 535 199 STEEL - P 535 16 8/1/1954 575 131 STEEL - P 575 16 9/1/1954 403 160 STEEL - P 403 16 10/1/1954 460 191 STEEL - P 460 16 1/1/1955 280 162 STEEL - P 0 16 1/1/1956 375 129 0 18 9/1/1956 947 641 0 0 1/1/1957 300 136 0 0 7/29/1959 847 371 STEEL - P 825 12 1/1/1960 201 114 STEEL - P 185 8 1/1/1960 0 0 0 0 1/1/1960 325 280 STEEL - P 100 8 6/1/1960 536 175 STEEL - P 536 16 8/15/1960 182 170 STEEL - P 180 8 12/31/1960 0 0 STEEL - P 0 8 1/1/1962 550 186 STEEL - P 0 16 6/1/1962 705 128 STEEL - P 705 16 7/1/1962 550 127 STEEL - P 550 16 1/1/1963 401 178 STEEL - P 400 16 1/1/1963 285 200 STEEL - P 200 4 1/1/1963 0 0 0 8 1/1/1963 703 461 STEEL - P 703 12 11/1/1963 540 149 STEEL - P 540 16 12/31/1963 840 575 STEEL - P 840 12 1/1/1964 400 156 STEEL - P 400 16 1/1/1964 850 224 STEEL - P 850 16 2/1/1964 650 193 STEEL - P 650 16 3/1/1964 845 123 STEEL - P 845 16 6/4/1965 360 0 STEEL - P 360 8 2/28/1966 165 0 165 8 9/1/1966 600 231 STEEL - P 600 16 12/1/1966 600 216 STEEL - P 600 16 1/1/1967 300 100 STEEL - P 300 8 1/1/1967 240 150 210 8 1/1/1967 325 190 STEEL - P 300 8 3/31/1967 420 182 STEEL - P 400 8 6/1/1967 500 163 STEEL - P 500 16 9/1/1967 200 85 OTHER - B 200 8 11/1/1967 600 169 STEEL - P 600 16 12/31/1967 315 180 STEEL - P 315 8 1/1/1968 0 125 0 0 1/1/1968 350 190 STEEL - P 350 8 1/1/1968 388 95 STEEL - P 0 8 6/1/1968 330 200 STEEL - P 330 6 7/1/1968 602 179 STEEL - P 602 16 8/30/1968 280 140 STEEL - P 280 6 1/1/1969 97 85 STEEL - P 40 8 1/1/1969 671 134 STEEL - P 524 20 6/6/1969 250 180 STEEL - P 270 6 12/31/1969 300 194 STEEL - P 300 6 PUMP TEST DRAW RATE RATE DOWN LAST NAME 0 0 0 REES,F E 0 0 0 JONES, RO 0 0 0 HAFERKAMP 0 0 0 ASARCO IN 0 0 0 ASARCO IN 34 34 0 LEVARIO 0 0 0 FEDERICO, 32 32 0 FINA,C P 0 0 0 ASARCO IN 50 50 0 29 29 0 ASARCO IN 0 0 0 ASARCO IN 0 0 0 ASARCO IN 0 0 0 ASARCO IN 0 0 0 ASARCO IN 0 0 0 ASARCO IN 0 0 0 ASARCO IN 22 22 0 STOCK & S 1000 1000 0 CARRASCO, 0 0 0 CASTILLO, 0 0 0 ASARCO IN 0 0 0 ASARCO IN 373 373 0 TUCSON, C 721 756 0 7977 797 0 TUCSON, C 298 298 0 TUCSON, C 273 273 0 TUCSON, C 356 356 0 TUCSON, C 0 0 0 TUCSON, C 0 0 0 ASARCO IN 0 0 0 ASARCO IN 0 0 0 ABRAMS 0 0 0 ASARCO IN 70 70 0 35 35 0 DENBO, JO 0 0 0 LEUNG LAW 15 15 0 GASHO, AL 669 501 0 35 35 0 AROS,A R 0 0 0 HOWLETT, 30 30 0 ASARCO IN 427 427 0 TUCSON, C 430 703 0 750 0 0 GALLEGO 67 67 0 SOTO 0 0 0 MAHAN,L S 425 425 0 TUCSON, C 0 0 0 TUCSON, C 450 450 0 AZ STATE 800 800 0 SEDGWICK 288 288 0 TUCSON, C 491 491 0 TUCSON, C 343 425 0 30 0 0 HOLMES, J 14 0 0 MOORE, RO 375 483 0 459 372 0 0 0 0 SMEDLEY,J 60 60 0 NOON,J R 22 0 0 SANTA CRU 35 0 0 ROBINSON, 488 488 0 TUCSON, C 11 11 0 BRACAMONT 553 419 0 35 35 0 SAHUARITA 0 0 0 SCULLY, J 32 32 0 VESTERDAL 80 80 0 JENSEN,R 35 35 0 ROSSON,F 595 595 0 TUCSON, C 24 24 0 MARTIN ET 3 3 0 SANTA RIT 0 0 0 ASARCO IN 25 0 0 ALEGRIA, 30 0 0 HAAG, ALB COMPANY ALTAN KOL TUCSON, C VAIL WATE TUCSON, C TUCSON, C TUCSON, C TUCSON, C TUCSON, C TUCSON, C Appendix 1, p.1 Stantec - Lee Moore Study Area Hydrogeologic Review, Final Report REGID 640318 635158 636867 621048 631732 635113 621257 634610 611985 634828 640262 619899 634361 633567 635884 804903 634808 800365 806457 806813 808364 631677 804566 804005 638558 801198 633207 627079 801399 639907 640252 619900 619901 801882 619903 619904 640050 640107 619905 638115 804596 801297 636096 635746 640048 801183 629698 801808 638017 640052 639307 601910 633568 631163 602247 640149 804816 604432 602752 635082 634355 603124 634827 638849 801509 639372 602624 804858 638955 638325 639904 634632 635389 635398 635397 806466 GeoSystems Analysis , Inc. PROG TWN N/S RNG E/W SEC ACRE160 55 17 S 14 E 22 SE 55 17 S 14 E 22 NW 55 17 S 14 E 17 55 17 S 14 E 22 NE 55 16 S 14 E 6 SW 55 16 S 14 E 6 NW 55 17 S 14 E 21 NW 55 17 S 14 E 17 SE 55 17 S 14 E 17 SE 55 17 S 14 E 21 NE 55 17 S 14 E 22 NW 55 16 S 14 E 25 SE 55 17 S 14 E 17 55 16 S 14 E 5 SW 55 17 S 14 E 17 SE 55 17 S 14 E 22 NE 55 17 S 14 E 22 NW 55 17 S 14 E 22 SW 55 17 S 14 E 21 NW 55 18 S 15 E 14 NE 55 17 S 14 E 17 NE 55 17 S 14 E 17 NE 55 17 S 14 E 17 NE 55 17 S 14 E 22 SE 55 17 S 14 E 22 SE 55 17 S 14 E 22 SE 55 17 S 14 E 21 NE 55 17 S 14 E 22 NW 55 17 S 14 E 17 NE 55 17 S 14 E 17 55 17 S 14 E 17 SE 55 16 S 14 E 25 SW 55 16 S 14 E 26 SW 55 17 S 14 E 17 NE 55 17 S 14 E 2 NW 55 17 S 14 E 1 NW 55 17 S 14 E 17 NE 55 17 S 14 E 17 NE 55 16 S 14 E 25 NE 55 17 S 14 E 22 NE 55 17 S 14 E 22 SE 55 17 S 14 E 22 NW 55 17 S 14 E 17 NE 55 17 S 14 E 17 SE 55 17 S 14 E 22 55 17 S 14 E 17 NE 55 17 S 14 E 17 NE 55 17 S 14 E 17 NE 55 16 S 14 E 6 SE 55 17 S 14 E 21 NE 55 17 S 14 E 21 NE 55 17 S 14 E 22 SE 55 15 S 14 E 31 SW 55 15 S 14 E 31 55 17 S 14 E 22 SE 55 17 S 14 E 22 SW 55 17 S 14 E 17 SE 55 17 S 14 E 22 NW 55 16 S 14 E 18 NE 55 17 S 15 E 6 NE 55 18 S 15 E 12 SE 55 17 S 14 E 22 NE 55 17 S 14 E 22 NE 55 17 S 14 E 22 NE 55 17 S 14 E 22 NW 55 17 S 14 E 22 NE 55 15 S 14 E 31 SW 55 18 S 15 E 22 NW 55 17 S 14 E 17 SE 55 17 S 14 E 22 SE 55 17 S 14 E 22 SE 55 17 S 14 E 17 NE 55 18 S 15 E 26 NW 55 18 S 15 E 23 NW 55 18 S 15 E 23 NW 55 16 S 16 E 27 SE ACRE40 ACRE10 UTMX UTMY SW NW 509468 3532611 NW 508756 3533719 506110 3534747 SE NW 509866 3533414 SE SE 504404 3546958 SE NW 504209 3548078 SW NE 507242 3533433 NE NE 506822 3534647 SE NW 506628 3534244 SW SE 508052 3533222 NW 508756 3533719 SE SE 513271 3540503 506110 3534747 NW SE 505594 3547409 NE SE 506826 3534446 SW SE 509666 3533214 SW 508759 3533316 NW SE 508862 3532814 SW NE 507242 3533433 NE SW 521263 3526229 NW NE 506400 3535451 NW SE 506404 3535250 NE SE 506810 3535249 NW NW 509465 3533013 NW SW 509466 3532812 NW SW 509466 3532812 SW SE 508052 3533222 NW NE 508856 3533819 SE 506714 3534948 506110 3534747 SE SW 506632 3534043 SW SW 511846 3540495 SW SW 510231 3540501 NE NW 506603 3535451 NE NE 510849 3538697 NE NE 512465 3538684 NE SW 506607 3535250 NE 506706 3535350 NE NE 513261 3541904 SW NE 509664 3533415 NW NW 509465 3533013 SE NE 509261 3533416 NE NW 506603 3535451 SE NE 506830 3534245 509364 3533114 SE SW 506615 3534847 NE NE 506805 3535450 NE SW 506607 3535250 SW 504699 3547071 SW NE 508051 3533423 SW NE 508051 3533423 SE NW 509871 3532610 NW SW 503879 3549145 504585 3549445 SE SW 509872 3532409 NE 509164 3532913 NE SE 506826 3534446 NW NE 508856 3533819 504908 3544834 SE SE 514996 3538579 NE NW 522879 3527222 SW SE 509666 3533214 SW SE 509666 3533214 SW SE 509666 3533214 NE SE 509260 3533617 SW SE 509666 3533214 SW SW 503878 3548741 SW 518513 3524334 SE 506732 3534144 SW SW 509469 3532410 SW SW 509469 3532410 NE SE 506810 3535249 SE NW 520436 3522822 NW SE 520243 3524634 SE 520540 3524331 NW NE 528912 3541526 6/21/2007 WELL TYPE EXEMPT EXEMPT EXEMPT EXEMPT NON-EXEMP EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT NON-EXEMP EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT NON-EXEMP EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT NON-EXEMP EXEMPT EXEMPT EXEMPT NON-EXEMP NON-EXEMP EXEMPT NON-EXEMP NON-EXEMP EXEMPT EXEMPT NON-EXEMP EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT NON-EXEMP EXEMPT NON-EXEMP EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT NON-EXEMP WELL USE1 WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER WATER WATER WELL USE2 USE1 USE2 USE3 DOMESTIC DOMESTIC STOCK DOMESTIC IRRIGATIO STOCK DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC MUNICIPAL DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC STOCK DOMESTIC DOMESTIC MINING DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC IRRIGATIO DOMESTIC STOCK DOMESTIC DOMESTIC DOMESTIC MUNICIPAL MUNICIPAL DOMESTIC MUNICIPAL MUNICIPAL DOMESTIC DOMESTIC MUNICIPAL DOMESTIC STOCK DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC STOCK DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC STOCK STOCK DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC STOCK STOCK STOCK INDUSTRIA APPROV INSTALL 1/1/1970 1/1/1970 4/16/1970 8/25/1970 9/1/1970 11/1/1970 12/17/1970 1/1/1971 1/1/1971 1/1/1971 1/1/1971 4/1/1971 5/1/1971 6/1/1971 7/15/1971 7/31/1971 8/1/1971 8/28/1971 12/31/1971 12/31/1971 1/1/1972 1/1/1972 1/1/1972 1/1/1972 1/27/1972 2/10/1972 4/1/1972 4/5/1972 7/15/1972 8/1/1972 8/21/1972 11/1/1972 12/1/1972 1/1/1973 1/1/1973 1/1/1973 3/1/1973 3/15/1973 6/1/1973 7/1/1973 10/1/1973 12/7/1973 1/1/1974 1/1/1974 1/1/1974 5/15/1974 7/15/1974 9/14/1974 1/1/1975 3/1/1975 3/1/1975 3/30/1975 1/1/1976 1/1/1976 1/1/1976 1/1/1976 4/30/1976 5/11/1976 7/22/1976 10/18/1976 11/20/1976 12/1/1976 12/20/1976 1/24/1977 3/14/1977 3/15/1977 4/1/1977 4/20/1977 6/1/1977 6/1/1977 6/28/1977 7/8/1977 1/1/1978 1/1/1978 1/1/1978 1/20/1978 WELL WATER CASING CASING CASING PUMP DEPTH LEVEL TYPE DEEP WIDE PUMP TYPE POWER 325 225 STEEL - P 325 8 355 184 STEEL - P 355 6 260 130 STEEL - P 260 6 325 125 STEEL - P 320 8 255 146 STEEL - P 189 10 245 110 STEEL - P 225 8 325 205 STEEL - P 325 6 0 0 STEEL - P 0 6 280 180 STEEL - P 0 6 350 110 OTHER - B 0 6 325 140 STEEL - P 325 8 1000 243 STEEL - P 1000 16 270 178 STEEL - P 0 6 308 145 STEEL - P 300 8 269 182 OTHER - B 269 6 320 210 0 8 320 100 OTHER - B 0 6 325 50 STEEL - P 325 6 300 194 STEEL - P 300 6 250 10 STEEL - P 100 8 0 0 0 0 270 170 STEEL - P 270 6 250 180 STEEL - P 0 6 0 0 OTHER - B 350 6 325 0 STEEL - P 325 8 325 200 STEEL - P 325 8 300 190 STEEL - P 300 8 340 195 STEEL - P 340 8 175 0 STEEL - P 0 6 270 180 STEEL - P 0 6 285 70 STEEL - P 285 6 880 218 STEEL - P 880 16 700 231 STEEL - P 700 16 270 150 STEEL - P 270 6 624 241 STEEL - P 624 16 800 232 STEEL - P 800 16 270 180 STEEL - P 0 6 280 150 STEEL - P 180 6 791 253 STEEL - P 791 16 315 215 STEEL - P 0 6 372 0 0 0 280 280 STEEL - P 270 6 287 148 STEEL - P 250 6 272 190 STEEL - P 272 6 325 180 STEEL - P 300 6 275 165 STEEL - P 275 6 270 170 STEEL - P 220 6 275 175 STEEL - P 275 6 250 140 STEEL - P 250 8 300 200 STEEL - P 300 8 300 200 STEEL - P 300 8 370 250 STEEL - P 375 8 260 0 STEEL - P 260 8 260 135 OTHER - B 260 8 360 200 STEEL - P 360 6 300 150 STEEL - P 300 8 270 156 STEEL - P 270 6 332 195 STEEL - P 332 8 292 140 STEEL - P 292 8 500 285 STEEL - P 500 8 920 130 PLASTIC O 250 4 320 200 STEEL - P 320 6 320 200 STEEL - P 320 6 320 200 STEEL - P 320 6 320 200 STEEL - P 0 8 320 280 0 6 250 110 STEEL - P 250 8 350 80 STEEL - P 40 8 280 150 STEEL - P 0 6 350 245 STEEL - P 350 8 350 325 STEEL - P 350 8 275 160 STEEL - P 275 8 0 0 STEEL - P 0 0 400 20 STEEL - P 20 6 400 25 STEEL - P 20 6 0 0 0 0 PUMP TEST DRAW RATE RATE DOWN LAST NAME 5 5 0 PALLANES, 20 20 0 RODRIGUEZ 30 30 0 ROSSON,V 32 32 0 PARRISH,L 210 210 0 CORNEA ET 25 25 0 LINTON,R 30 30 0 DAVIS,R A 27 27 0 ACEDO,S C 11 11 0 ATKISSON 0 0 0 MCDIVITT 0 0 0 MARKER,R 484 484 0 TUCSON, C 0 0 0 GREEN,G E 0 0 0 EPPERSON 30 30 0 ROSSON,J 21 0 0 RIGLI, PA 0 0 0 CLABOUGH, 30 30 0 VANDIVER, 20 0 0 HAAG, ALB 60 0 0 SPECIALTY 0 0 0 MILLER 16 16 0 LOVE,J D 3 0 0 ONGLEY, E 20 0 0 HOWE, JOS 26 26 0 PETERSEN, 26 26 0 COLGATE,M 12 12 0 MEDEARIS, 75 75 0 COX,W R 34 34 0 TINGLE,H 15 15 0 WAGNER JR 28 28 0 DRYSDALE, 421 544 0 313 279 0 20 0 0 KELLEY,C 467 362 0 0 0 0 TUCSON, C 17 17 0 HALEY & W 19 19 0 LUCKOW,F 504 590 0 0 0 0 WILLIAMS, 25 0 0 COX, LEE 16 16 0 OHNESORGE 31 31 0 ACKERMAN, 20 20 0 PETERSON, 1 1 0 PACHECO,F 35 35 0 KENNEDY,M 25 25 0 SHUMWAY 13 13 0 VAN POLEN 0 0 0 CASTILLO, 15 15 0 HOWARD ET 15 15 0 WILLIAMS, 53 53 0 SAVILLE 0 0 0 DENBO, JO 0 0 0 DENBO, JO 0 0 0 YESCAS, O 35 35 0 WILSON 30 0 0 BARON, CH 60 60 0 COX,W R 35 35 0 TULLER,R 20 20 0 0 0 0 11 11 0 CANDELARI 11 11 0 CANDELARI 25 25 0 LURKINS 27 27 0 RONQUILLO 18 18 0 PACHECO,A 0 0 0 ISHAM,P O 5 0 0 BUSHBOOM 15 15 0 LOTTMAN,R 20 20 0 MORTENSON 25 25 0 WOLFF,R P 22 22 0 BELLAMY,A 0 0 0 SANTA RIT 10 10 0 SANTA RIT 25 25 0 SANTA RIT 0 0 0 COMPANY TUCSON, C TUCSON, C TUCSON, C TUCSON, C ANDRADA I LAZY Y-I VAIL UNIF Appendix 1, p.2 Stantec - Lee Moore Study Area Hydrogeologic Review, Final Report REGID 805420 639986 635071 632039 634044 629283 629284 618633 601402 620415 635041 634449 638023 634945 801679 806463 807270 638718 638957 805255 602294 086092 500024 500469 086528 086472 087299 086909 638313 640261 086902 501427 501989 501990 634353 502421 502233 087468 503262 502181 502918 504079 504404 504406 504405 504402 504460 504459 504403 504130 503997 505121 504458 505580 506943 505988 506944 507000 505987 505986 505989 507666 508290 508263 539373 509981 509978 509980 510074 510181 510714 510766 512710 510827 513784 517253 GeoSystems Analysis , Inc. PROG TWN N/S RNG E/W SEC ACRE160 55 18 S 15 E 22 SW 55 17 S 14 E 17 NE 55 17 S 15 E 6 NE 55 17 S 14 E 22 NW 55 17 S 14 E 17 SE 55 17 S 16 E 10 NE 55 17 S 16 E 10 NE 55 16 S 14 E 18 NE 55 17 S 14 E 22 SW 55 17 S 16 E 10 NE 55 17 S 16 E 3 55 17 S 16 E 3 SE 55 17 S 14 E 21 NW 55 17 S 14 E 17 55 16 S 14 E 5 SE 55 16 S 16 E 21 NW 55 17 S 14 E 21 NW 55 16 S 14 E 5 SE 55 17 S 14 E 21 NW 55 17 S 14 E 21 NW 55 16 S 14 E 6 SE 55 17 S 14 E 22 SW 55 16 S 14 E 6 NW 55 17 S 14 E 22 NE 55 16 S 14 E 7 NW 55 17 S 14 E 21 NW 55 17 S 16 E 26 SW 55 17 S 14 E 22 NE 55 17 S 14 E 22 SE 55 17 S 14 E 17 SE 55 16 S 14 E 1 SE 55 16 S 14 E 6 SW 55 18 S 15 E 15 NW 55 18 S 15 E 15 NW 55 18 S 15 E 24 SW 55 17 S 16 E 21 SE 55 17 S 16 E 21 NE 55 16 S 14 E 18 SE 55 17 S 14 E 21 NW 55 16 S 15 E 23 SW 55 17 S 16 E 3 NW 55 17 S 16 E 28 SW 55 17 S 15 E 7 NE 55 17 S 15 E 7 NE 55 17 S 15 E 7 NE 55 17 S 15 E 7 SE 55 17 S 15 E 7 NE 55 17 S 15 E 7 NE 55 17 S 14 E 17 NE 55 17 S 14 E 22 NW 55 17 S 14 E 21 NW 55 17 S 15 E 7 NW 55 17 S 15 E 7 SE 55 15 S 14 E 31 SW 55 17 S 15 E 7 SW 55 17 S 15 E 7 NE 55 17 S 15 E 7 SW 55 17 S 14 E 22 NE 55 17 S 15 E 7 NE 55 17 S 15 E 7 NE 55 17 S 15 E 7 NE 55 17 S 14 E 22 NE 55 17 S 14 E 22 NE 55 16 S 14 E 5 SE 55 17 S 14 E 22 NW 55 17 S 15 E 7 SE 55 17 S 15 E 7 SE 55 17 S 15 E 7 SW 55 17 S 14 E 17 NE 55 18 S 15 E 26 NW 55 16 S 14 E 18 SE 55 16 S 14 E 5 SW 55 17 S 14 E 22 SE 55 16 S 14 E 5 SW 55 17 S 14 E 21 NE 55 17 S 16 E 21 NE 6/21/2007 ACRE40 NW SW SE SW SE NW NW SE NW NW ACRE10 NW NW NW SW SW NW NW SW NW NW NW NW NW NE SE SE NW SE NE NE SE NW SE SE NE NW NE SE SW NW SW SE NW SE SW SW NW SE NE NE SW NE NW NE NE SE NE NE NW SE NE SE NW SW SE NE SE SE SW NW SW SE SW NW NW SE NE NW NE SE NE SE SW SW SE SE SE SW NE SE SE NW SE NW NE SE SW SE SW SE SE SW SW SW SW SW NE SE NW SW SW NE NE NE NW NE SW SE SE NW NE NW NE NW SW NW SW NE SE NE SW SW SW NE NE NE SW SE SE SE SE SE NW SW SE SE UTMX 518414 506206 514780 508658 506632 528849 528849 505004 508659 528849 528746 528846 507241 506110 506598 526694 507242 506598 507646 507444 504994 508659 504406 510067 504407 507040 530273 509866 509669 506525 513272 504208 518832 518832 521630 527668 527855 505194 507039 519889 528445 527067 514998 514998 514349 514567 514349 514999 506413 508655 507241 513915 515000 503880 513915 514782 513915 510067 514566 514565 514783 509867 509867 506397 509259 515003 514787 513697 506818 520238 505199 505992 509468 505791 508052 527861 UTMY 3524031 3535049 3538757 3533216 3534043 3537693 3537693 3544534 3533015 3537693 3538501 3538414 3533839 3534747 3547193 3543329 3533636 3547193 3533630 3533633 3546960 3533015 3547853 3533414 3546745 3533639 3532052 3533414 3532611 3534345 3547419 3546957 3526241 3526241 3523822 3533053 3534479 3543735 3533842 3542541 3538589 3532053 3537258 3537258 3537258 3536846 3537052 3537052 3534847 3533819 3533839 3537258 3536846 3549347 3536640 3537258 3536640 3533414 3537052 3537258 3537052 3533213 3533213 3547192 3533818 3536434 3536228 3536640 3534847 3523024 3544135 3546965 3532611 3546964 3533222 3533868 WELL TYPE WELL USE1 EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO NON-EXEMP WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO NON-SERVI WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO REPLACEME WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO NON-EXEMP WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO DOMESTIC WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO EXEMPT WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO NON-DOMES WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO EXEMPT WATER PRO DOMESTIC WATER PRO WATER WATER WATER WELL USE2 USE1 USE2 USE3 DOMESTIC DOMESTIC DOMESTIC STOCK DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC IRRIGATIO DOMESTIC UTILITY ( NONE DOMESTIC UTILITY ( DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC STOCK DOMESTIC DOMESTIC DOMESTIC DOMESTIC INDUSTRIA DOMESTIC DOMESTIC STOCK DOMESTIC STOCK DOMESTIC DOMESTIC DOMESTIC DOMESTIC MUNICIPAL DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC MUNICIPAL DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC APPROV INSTALL 1/30/1978 5/2/1978 6/23/1978 1/1/1979 1/4/1979 2/23/1979 2/28/1979 8/9/1979 8/30/1979 9/28/1979 10/12/1979 10/24/1979 10/31/1979 11/1/1979 1/21/1980 12/1/1979 12/31/1979 12/31/1979 1/1/1980 4/15/1980 6/1/1980 8/17/1980 11/12/1980 1/1/1981 1/1/1981 1/8/1981 2/15/1981 2/27/1981 4/10/1981 5/26/1981 6/15/1981 8/12/1981 1/21/1982 2/7/1982 2/10/1982 2/17/1982 4/18/1982 5/7/1982 6/28/1982 7/13/1982 7/15/1982 7/21/1982 11/7/1982 11/27/1982 12/1/1982 12/3/1982 12/8/1982 11/7/2002 1/7/1983 1/13/1983 1/15/1983 6/26/1983 7/12/1983 7/21/1983 12/19/1983 1/23/1984 2/1/1984 2/15/1984 2/18/1984 3/10/1984 3/15/1984 3/30/1984 4/30/1984 5/2/1984 6/28/1984 7/3/1984 10/31/1984 1/15/1985 1/20/1985 1/25/1985 2/2/1985 2/6/1985 5/30/1985 6/30/1985 12/28/1985 4/4/1986 4/20/1986 5/15/1986 WELL WATER CASING CASING CASING PUMP PUMP TEST DRAW DEPTH LEVEL TYPE DEEP WIDE PUMP TYPE POWER RATE RATE DOWN LAST NAME 500 0 STEEL - P 40 6 TURBINE ELECTRIC 1 1 600 HAWKINS, 320 185 STEEL - P 320 6 23 23 0 HOWARD,H 345 295 STEEL - P 345 6 8 0 0 GASHO FML 380 209 STEEL - P 380 8 23 23 0 FENN ET A 281 181 STEEL - P 281 6 0 0 0 LOPEZ ET 825 120 STEEL - P 480 6 10 10 0 SANTA RIT 525 120 STEEL - P 480 6 10 10 0 SANTA RIT 350 140 STEEL - P 350 12 93 93 0 BOICE, F. 324 240 STEEL - P 300 6 24 0 0 POPPINO, 600 225 STEEL - P 600 6 11 11 0 VALLEY WA 450 0 PLASTIC O 440 6 0 0 0 SHELTON,P 705 0 PLASTIC O 705 4 0 0 0 PETZOLD,T 300 200 STEEL - P 300 8 24 24 0 JOOS,C O 277 100 STEEL - P 0 6 25 25 0 NICHOLS 300 165 STEEL - P 300 8 SUBMERSIB ELECTRIC 35 65 35 SUMMIT WA 200 0 STEEL - P 200 6 0 0 0 AZ STATE 330 290 STEEL - P 100 6 28 0 0 WIK, JOSE 350 175 STEEL - P 0 6 0 0 0 SUMMIT WA 350 150 STEEL - P 350 6 30 30 0 ROSSON SR 380 180 STEEL - P 350 6 0 0 0 MCMILLAN, 206 100 STEEL - P 200 8 18 0 0 DURAN,A E 320 210 STEEL - P 320 8 0 0 0 PARRAZ,J 218 126 STEEL - P 218 6 SUBMERSIB ELECTRIC 0 35 10 MAGDALENS 302 190 STEEL - P 302 8 CENTRIFUG ELECTRIC 0 22 0 SEMADENI 350 121 STEEL - P 350 8 SUBMERSIB ELECTRIC 0 0 78 ANTONICK, 305 200 STEEL - P 305 8 ELECTRIC 12 12 0 YOUNG & S 700 550 OTHER - B 700 4 0 0 0 PERSELLIN 330 185 STEEL - P 320 8 SUBMERSIB ELECTRIC 20 20 5 HOOD, CHA 280 195 STEEL - P 300 6 11 11 0 SIVLEY,F 320 175 STEEL - P 260 8 35 35 0 ORTEGA, J 701 260 OTHER - B 701 13 TURBINE ELECTRIC 0 850 37 208 108 STEEL - P 208 6 SUBMERSIB ELECTRIC 18 18 0 GARCIA,D 305 150 PLASTIC O 200 4 0 0 0 LEBRECHT, 185 140 PLASTIC O 173 4 0 0 0 LEBRECHT, 315 20 STEEL - P 20 8 0 0 0 430 60 PLASTIC O 430 5 SUBMERSIB ELECTRIC 0 10 0 WALKER 560 460 PLASTIC O 560 6 0 0 0 170 100 PLASTIC O 150 6 ELECTRIC 20 20 0 ALVAREZ,J 310 180 0 0 SUBMERSIB ELECTRIC 25 25 0 ALLEN,T R 1003 437 STEEL - P 1003 16 TURBINE ELECTRIC 636 800 17 700 550 STEEL - P 700 6 SUBMERSIB ELECTRIC 5 1 496 LE GAULT, 300 40 PLASTIC O 300 5 SUBMERSIB ELECTRIC 20 20 280 LAGUILLO 410 300 PLASTIC O 410 6 0 0 0 JIM R SMI 440 300 PLASTIC O 420 6 0 0 0 NOYES,J 410 310 PLASTIC O 410 6 0 0 0 GEORGE RA 400 300 STEEL - P 400 6 0 0 0 STEWART T 400 300 PLASTIC O 400 6 0 0 0 BELL 410 302 PLASTIC O 410 6 0 0 0 HILLCOK,M 275 170 STEEL - P 275 6 CENTRIFUG ELECTRIC 25 25 0 FOSHNOT,G 355 205 STEEL - P 355 6 SUBMERSIB ELECTRIC 30 30 0 COX,J E 300 210 STEEL - P 296 8 SUBMERSIB ELECTRIC 20 20 20 FLEMING,D 400 285 PLASTIC O 400 6 SUBMERSIB ELECTRIC 30 30 0 GRADY,L A 420 300 PLASTIC O 420 6 0 0 0 ELLIOTT,R 871 135 STEEL - P 720 16 0 0 0 400 260 STEEL - P 400 6 SUBMERSIB ELECTRIC 18 18 0 ODLE, MIK 400 300 PLASTIC O 400 6 0 0 0 PUNZEL IN 400 260 STEEL - P 400 6 SUBMERSIB ELECTRIC 24 24 0 ODLE, MIK 300 200 STEEL - P 300 8 SUBMERSIB ELECTRIC 25 25 0 JONES, BO 400 300 STEEL - P 400 6 0 0 0 SIERRA DO 400 300 PLASTIC O 400 6 0 0 0 SIERRA DO 400 300 PLASTIC O 400 6 0 0 0 PUNZEL IN 340 215 STEEL - P 342 6 SUBMERSIB ELECTRIC 12 12 0 TARLING,G 330 215 STEEL - P 330 6 0 0 0 SIVLEY,B 258 165 STEEL - P 258 6 SUBMERSIB ELECTRIC 30 30 8 JANUARY,J 340 200 STEEL - P 0 8 SUBMERSIB ELECTRIC 10 10 0 KARSTETTE 430 330 STEEL - P 430 6 0 0 0 SARKISIAN 410 310 STEEL - P 410 6 0 0 0 SARKIAIAN 400 285 STEEL - P 400 6 0 0 0 250 110 STEEL - P 230 6 SUBMERSIB ELECTRIC 7 7 30 MAC NAUGH 970 0 STEEL - P 20 8 0 0 0 BIRKHOLZ, 300 135 STEEL - P 300 6 SUBMERSIB ELECTRIC 20 20 0 EL SAHUAR 260 160 STEEL - P 260 6 TURBINE ELECTRIC 28 28 0 EAST,D G 300 230 STEEL - P 300 8 0 0 0 ARNETT, J 306 160 STEEL - P 306 6 SUBMERSIB ELECTRIC 30 30 0 LARA,L C 330 240 STEEL - P 330 8 0 0 0 RIGLI, CH 450 220 PLASTIC O 440 5 JET ELECTRIC 4 4 220 PERKINS, COMPANY ARIZONA S LAZY Y-I DOME WELL TUCSON, C TUCSON WA STEWART T Appendix 1, p.3 Stantec - Lee Moore Study Area Hydrogeologic Review, Final Report REGID 513902 514434 514605 514172 514739 514763 514680 512564 515325 515397 515414 516123 514436 515170 515919 516216 527750 517687 518914 519189 519921 521446 521902 521901 522092 523832 524072 524181 524634 525151 525782 523167 525391 525865 526409 526275 527979 528761 528517 528639 528533 526286 530545 531894 532168 532148 532422 533109 533398 533756 534071 534039 534025 535723 535376 535375 535377 536644 537538 803922 538444 540283 539308 541281 541421 539419 541613 541927 543058 541527 542820 541860 544197 544120 542821 542296 GeoSystems Analysis , Inc. PROG TWN N/S RNG E/W SEC ACRE160 55 16 S 14 E 5 SW 55 17 S 15 E 26 NW 55 17 S 16 E 21 SE 55 17 S 14 E 17 SE 55 17 S 16 E 21 SE 55 17 S 16 E 29 NW 55 17 S 14 E 21 NE 55 16 S 14 E 5 SE 55 17 S 16 E 3 SE 55 17 S 14 E 21 NE 55 17 S 15 E 7 SW 55 16 S 16 E 16 SE 55 17 S 14 E 22 NE 55 17 S 14 E 22 NW 55 17 S 16 E 21 SE 55 17 S 14 E 21 NW 55 17 S 14 E 22 SW 55 17 S 16 E 21 NE 55 17 S 16 E 21 SE 55 17 S 16 E 28 NE 55 17 S 16 E 28 NW 55 17 S 14 E 22 SE 55 16 S 16 E 35 NW 55 17 S 16 E 21 SE 55 17 S 15 E 26 NW 55 18 S 15 E 22 SE 55 18 S 15 E 22 SW 55 16 S 14 E 6 NW 55 18 S 15 E 22 SE 55 17 S 14 E 21 NW 55 17 S 16 E 28 NW 55 17 S 16 E 9 SW 55 17 S 14 E 22 SE 55 16 S 14 E 5 SE 55 17 S 16 E 30 SE 55 17 S 16 E 29 NW 55 18 S 15 E 22 SE 55 17 S 16 E 30 NE 55 17 S 14 E 22 NW 55 17 S 16 E 29 NW 55 17 S 16 E 28 NW 55 16 S 14 E 5 SW 55 17 S 16 E 30 NW 55 16 S 14 E 5 SE 55 17 S 16 E 9 SE 55 18 S 15 E 23 NW 55 17 S 16 E 21 SE 55 17 S 15 E 6 NW 55 17 S 16 E 30 SW 55 17 S 16 E 21 NW 55 17 S 15 E 7 NW 55 17 S 14 E 8 NE 55 17 S 14 E 22 SW 55 17 S 14 E 22 SE 55 17 S 16 E 30 NE 55 17 S 16 E 28 NE 55 17 S 16 E 30 NE 55 17 S 14 E 21 NE 55 17 S 15 E 7 SW 55 16 S 14 E 18 SE 55 17 S 15 E 7 SW 55 17 S 15 E 7 NW 55 16 S 14 E 6 SW 55 17 S 14 E 17 NE 55 17 S 16 E 3 NW 55 17 S 14 E 21 NE 55 17 S 16 E 29 NW 55 17 S 16 E 29 NW 55 17 S 16 E 26 NE 55 17 S 14 E 21 NE 55 17 S 15 E 7 SW 55 17 S 14 E 21 NE 55 17 S 16 E 21 NE 55 17 S 16 E 29 NW 55 17 S 15 E 7 SW 55 17 S 16 E 30 NE ACRE40 SE SW NE SW NE SW NW SW SW NW NE NW SE SW NE SE NW SE SE NE NW SW NW SE SW SW NW SE SW SE SE SE SE SW NW NW SW SE NE NW SE SE NE NW SE SW SE NE NE NE SE SE NW SE SW NE SW NW NW NW NW NE SE SW NW SW SE SW NE NW SW NW SE NE SW SE 6/21/2007 ACRE10 SE NE NE SE SW NW NE SW NW NW NW NW SW SW SW NE NW NE SE SE NW SW NW SE SW NE NW SE NE SE SW NE SW SE SE SE NE SE NW NW SW NE SW SE SE SW SE NE SE NW SE SE NW NE NE NE NW NE NW SE NE NE SW NE NE SW NE SE SW SW SW SE NE SE NW SE UTMX 505992 520253 527863 506430 527664 524856 508049 506193 528848 507847 513915 527094 509867 508658 527664 507647 508659 527859 527868 527871 526460 509469 529513 527868 520051 519434 518414 504406 519434 507647 526864 527049 509872 506394 524262 525055 519434 524658 509058 524854 526864 505994 523665 506399 527854 520043 527868 514130 523863 526855 514132 506806 508659 510072 524260 527869 524062 508049 513479 504800 513697 514132 504208 506408 528243 507850 525457 525057 530883 507848 513476 508050 527859 525456 513477 524658 UTMY 3546965 3532441 3533664 3534042 3533460 3532452 3533827 3546966 3538059 3533830 3536846 3544734 3533213 3533216 3533460 3533428 3533015 3534071 3533053 3532652 3532850 3532410 3540723 3533053 3532239 3523630 3524031 3547853 3523630 3533226 3532252 3536487 3532409 3546967 3531848 3532652 3523630 3532251 3533819 3532854 3532252 3547189 3532649 3547416 3536284 3524233 3533053 3539113 3531846 3534478 3537052 3536465 3533015 3532610 3532450 3532852 3532450 3533827 3536846 3544135 3536846 3537670 3546957 3535049 3539118 3533224 3532451 3532251 3532657 3533628 3536227 3533625 3534071 3532652 3536433 3532251 WELL TYPE WELL USE1 DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO NON-DOMES WATER PRO EXEMPT WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO NON-EXEMP WATER PRO NON-DOMES WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO EXEMPT WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO SERVICE WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO NON-DOMES WATER PRO DOMESTIC WATER PRO NON-EXEMP WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO EXEMPT WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO DOMESTIC WATER PRO WATER WATER WATER WELL USE2 USE1 USE2 USE3 APPROV DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC IRRIGATIO NONE DOMESTIC DOMESTIC DOMESTIC 1/19/2006 DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC 12/28/2004 STOCK DOMESTIC STOCK MUNICIPAL DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC STOCK IRRIGATIO DOMESTIC DOMESTIC IRRIGATIO DOMESTIC DOMESTIC IRRIGATIO DOMESTIC STOCK DOMESTIC DOMESTIC DOMESTIC DOMESTIC NONE INDUSTRIA DOMESTIC IRRIGATIO RECREATIO DOMESTIC IRRIGATIO DOMESTIC STOCK IRRIGATIO DOMESTIC STOCK DOMESTIC IRRIGATIO DOMESTIC DOMESTIC IRRIGATIO DOMESTIC DOMESTIC DOMESTIC DOMESTIC STOCK DOMESTIC IRRIGATIO DOMESTIC DOMESTIC STOCK IRRIGATIO DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC STOCK INSTALL 5/16/1986 5/27/1986 6/24/1986 7/15/1986 7/19/1986 7/20/1986 8/10/1986 8/30/1986 10/6/1986 10/12/1986 10/31/1986 11/28/1986 1/11/1987 1/15/1987 1/21/1987 2/24/1987 6/30/1987 10/23/1987 10/30/1987 12/18/1987 1/4/1988 7/21/1988 8/11/1988 8/20/1988 9/30/1988 3/25/1989 4/4/1989 5/19/1989 6/11/1989 8/30/1989 9/27/1989 9/29/1989 10/26/1989 11/3/1989 11/17/1989 5/10/1990 6/10/1990 8/2/1990 8/4/1990 8/7/1990 8/16/1990 9/1/1990 3/8/1991 6/4/1991 6/26/1991 7/9/1991 8/6/1991 9/28/1991 11/4/1991 12/8/1991 2/13/1992 5/22/1992 7/1/1992 7/8/1992 9/7/1992 9/23/1992 10/10/1992 10/28/1992 3/6/1993 6/29/1993 9/11/1993 9/17/1993 10/25/1993 11/20/1993 11/24/1993 1/23/1994 2/22/1994 3/8/1994 4/12/1994 4/30/1994 6/7/1994 6/22/1994 7/7/1994 7/20/1994 7/28/1994 8/22/1994 WELL WATER CASING CASING CASING PUMP PUMP TEST DRAW DEPTH LEVEL TYPE DEEP WIDE PUMP TYPE POWER RATE RATE DOWN LAST NAME 260 162 STEEL - P 260 6 SUBMERSIB ELECTRIC 15 20 2 ROE, SYVE 850 710 STEEL - P 850 5 SUBMERSIB ELECTRIC 10 10 30 GABLER, L 480 320 STEEL - P 480 8 SUBMERSIB ELECTRIC 10 16 0 BAVENDER, 306 180 STEEL - P 306 8 0 0 0 LOCKAS, E 440 286 STEEL - P 440 6 0 0 0 ZAKERWSKI 401 240 STEEL - P 401 6 SUBMERSIB ELECTRIC 5 1 0 SINCLAIR 310 210 STEEL - P 310 6 SUBMERSIB ELECTRIC 13 13 0 JOOS, CHR 264 154 STEEL - P 264 6 0 0 0 860 590 STEEL - P 20 8 SUBMERSIB ELECTRIC 5 2 205 GARRONE, 320 220 STEEL - P 320 6 SUBMERSIB ELECTRIC 19 18 0 370 270 STEEL - P 375 6 0 0 0 LEWIS, BY 718 595 STEEL - P 718 8 SUBMERSIB ELECTRIC 15 15 42 COLLINS, 315 207 STEEL - P 315 6 SUBMERSIB ELECTRIC 15 15 23 BARREDA, 320 280 STEEL - P 320 8 SUBMERSIB ELECTRIC 25 25 0 GALLAGHER 450 100 STEEL - P 450 6 0 0 0 FELZIEN, 408 193 STEEL - P 403 12 TURBINE ELECTRIC 27 25 3 DAVIS, RO 310 208 STEEL - P 310 6 0 0 0 WADE, JIM 500 60 STEEL - P 500 8 SUBMERSIB ELECTRIC 18 18 105 ROOT, THO 500 85 STEEL - P 500 8 SUBMERSIB ELECTRIC 10 10 0 WALKER 470 325 STEEL - P 245 8 SUBMERSIB ELECTRIC 10 15 0 POST 200 0 STEEL - P 20 8 CENTRIFUG ELECTRIC 11 7 95 CISNEROS 340 240 PLASTIC O 22 6 0 0 0 LONGFELLO 420 150 PLASTIC O 420 6 SUBMERSIB ELECTRIC 12 15 0 PARIZEK, 335 80 STEEL - P 335 6 SUBMERSIB ELECTRIC 15 15 100 M & M DAV 850 690 PLASTIC O 850 8 SUBMERSIB ELECTRIC 5 4 110 LEETZOW 265 73 STEEL - P 265 6 SUBMERSIB ELECTRIC 22 1 250 SALIDO, R 680 600 STEEL - P 21 8 0 0 0 HAWKINS, 350 135 STEEL - P 350 8 SUBMERSIB ELECTRIC 160 160 7 215 78 STEEL - P 215 10 SUBMERSIB ELECTRIC 25 1 210 AALIDO, R 340 192 STEEL - P 340 6 SUBMERSIB ELECTRIC 15 16 2 SMITH 315 90 STEEL - P 215 6 0 0 0 GOLPER, R 587 0 STEEL - P 45 6 SUBMERSIB ELECTRIC 12 1 50 YOUNG 420 230 STEEL - P 420 8 SUBMERSIB ELECTRIC 10 11 10 BLANCHARD 300 155 STEEL - P 300 6 CENTRIFUG ELECTRIC 30 30 0 MARIZCAL, 520 180 STEEL - P 20 8 SUBMERSIB ELECTRIC 10 5 18 CLICK, SC 200 55 STEEL - P 200 8 SUBMERSIB ELECTRIC 6 10 0 CASSIDY, 605 260 605 0 SUBMERSIB ELECTRIC 8 5 420 SALIDO, R 625 0 STEEL - P 20 8 0 0 0 BEDSAUL, 350 222 STEEL - P 340 8 SUBMERSIB ELECTRIC 18 0 10 GRAVNING 365 140 STEEL - P 365 8 SUBMERSIB ELECTRIC 1 1 0 HICKS, DA 560 460 STEEL - P 20 8 SUBMERSIB ELECTRIC 5 0 0 HALE, CAR 300 180 STEEL - P 300 6 ELECTRIC 35 35 0 LARA,JOSE 430 72 STEEL - P 330 8 0 0 0 BEECK, HE 300 207 STEEL - P 300 8 SUBMERSIB ELECTRIC 29 35 0 COCOA, JU 500 400 STEEL - P 50 6 0 0 0 MUELLER, 145 80 STEEL - P 145 6 SUBMERSIB ELECTRIC 5 9 0 DIETZMAN, 743 550 PLASTIC O 745 4 SUBMERSIB ELECTRIC 5 5 735 SINGLER, 340 240 STEEL - P 280 8 CENTRIFUG ELECTRIC 15 15 24 COURY 500 99 PLASTIC O 500 4 CENTRIFUG ELECTRIC 7 8 0 MARTIN, D 366 43 STEEL - P 366 8 CENTRIFUG ELECTRIC 25 27 0 GA. MARBL 320 280 STEEL - P 320 8 SUBMERSIB ELECTRIC 28 28 0 GRADY, GE 500 330 STEEL - P 500 12 0 0 0 PIMA COUN 354 220 STEEL - P 347 6 0 0 0 DELACRUZ, 330 238 PLASTIC O 330 8 SUBMERSIB ELECTRIC 17 80 74 LEAL, JES 1000 420 STEEL - P 1000 8 0 0 0 SCHULTE, 550 450 STEEL - P 550 8 0 0 0 SCHULTE, 250 100 STEEL - P 250 8 0 0 0 SCHULTZ, 376 220 STEEL - P 376 6 SUBMERSIB ELECTRIC 30 0 10 DELGADO 400 255 STEEL - P 400 6 0 0 0 ODLE, BER 300 216 STEEL - P 300 6 30 0 0 OTERO, RI 400 265 STEEL - P 400 6 0 0 0 HILLOCK, 405 294 STEEL - P 405 8 SUBMERSIB ELECTRIC 12 20 10 275 125 STEEL - P 275 8 SUBMERSIB ELECTRIC 26 26 7 FEDERICO, 370 230 STEEL - P 370 8 0 0 0 SBRAGIA 1000 490 STEEL - P 22 8 SUBMERSIB ELECTRIC 7 2 0 ISLAS, BE 390 230 STEEL - P 385 8 SUBMERSIB ELECTRIC 26 21 7 GALAVAN, 800 0 STEEL - P 800 6 SUBMERSIB ELECTRIC 5 3 0 STUMP, FL 800 700 STEEL - P 800 6 0 0 0 LARKIN, D 400 50 STEEL - P 400 8 SUBMERSIB ELECTRIC 35 35 85 SIMPSON, 390 228 STEEL - P 390 6 0 0 0 FELIX, AR 400 260 STEEL - P 400 6 0 0 0 URSINE IN 365 225 STEEL - P 360 8 0 0 0 YESCAS, M 380 185 STEEL - P 380 8 SUBMERSIB ELECTRIC 15 15 85 RIGGS, GA 820 470 STEEL - P 820 6 SUBMERSIB ELECTRIC 5 5 0 400 260 STEEL - P 400 6 0 0 0 URSINE IN 630 286 STEEL - P 630 8 0 0 0 WINSKY, J COMPANY LA CASITA PALO VERD THIM UTIT NOYES WEL WALTER L Appendix 1, p.4 Stantec - Lee Moore Study Area Hydrogeologic Review, Final Report REGID 545491 544276 545610 546430 545753 546456 546362 547650 546684 544323 548550 548569 543847 548473 548428 549677 549494 549489 550111 550439 543497 546677 550812 550929 550815 550813 550814 550491 550660 552043 552191 552141 553155 552694 556718 553481 553984 555436 555034 555423 549727 807211 557677 546760 555895 551461 557109 557886 558235 557277 558753 557734 556404 559328 559422 559423 559424 559425 559397 556359 556836 556492 559589 556550 556328 559908 559912 559242 560251 556543 559891 549485 556737 556551 556353 560197 GeoSystems Analysis , Inc. PROG TWN N/S RNG E/W SEC ACRE160 55 17 S 16 E 30 NE 55 17 S 14 E 21 NW 55 17 S 16 E 30 NE 55 17 S 16 E 30 SW 55 17 S 16 E 29 NE 55 16 S 14 E 5 SW 55 17 S 16 E 29 SE 55 17 S 15 E 23 NE 55 17 S 16 E 3 SE 55 17 S 16 E 28 NE 55 17 S 16 E 9 NE 55 17 S 16 E 9 NE 55 17 S 16 E 26 SE 55 17 S 15 E 23 NE 55 17 S 16 E 29 NW 55 17 S 16 E 30 NE 55 17 S 15 E 17 NE 55 17 S 15 E 17 SE 55 17 S 15 E 17 NE 55 16 S 14 E 6 NE 55 17 S 16 E 30 SE 55 17 S 15 E 30 NE 55 17 S 15 E 13 NW 55 17 S 15 E 13 NE 55 17 S 15 E 13 NW 55 17 S 15 E 13 NE 55 17 S 15 E 13 SE 55 16 S 15 E 18 NW 55 17 S 14 E 13 NW 55 17 S 15 E 19 NW 55 15 S 14 E 31 SW 55 17 S 16 E 30 NW 55 16 S 14 E 5 SW 55 17 S 15 E 18 SW 55 17 S 15 E 9 NE 55 17 S 16 E 9 SW 55 17 S 15 E 19 NE 55 17 S 15 E 7 NW 55 17 S 16 E 30 NE 55 17 S 15 E 7 NW 55 17 S 15 E 17 NE 55 17 S 15 E 6 NE 55 17 S 15 E 18 NE 55 17 S 15 E 30 NW 55 17 S 15 E 19 NW 55 17 S 15 E 17 SE 55 17 S 14 E 17 NW 55 17 S 14 E 17 NE 55 16 S 16 E 34 SE 55 17 S 16 E 30 SW 55 17 S 15 E 18 NW 55 17 S 14 E 22 NW 55 17 S 15 E 30 SW 55 17 S 15 E 19 NE 55 17 S 15 E 9 NW 55 17 S 15 E 9 SW 55 17 S 15 E 9 NW 55 17 S 15 E 9 SW 55 17 S 15 E 19 SW 55 17 S 16 E 28 SE 55 17 S 16 E 21 NE 55 17 S 15 E 9 SE 55 17 S 15 E 9 SW 55 17 S 15 E 9 SE 55 17 S 15 E 30 NE 55 17 S 15 E 19 NE 55 17 S 15 E 19 NW 55 17 S 14 E 21 NW 55 17 S 15 E 9 NE 55 17 S 15 E 9 SW 55 17 S 14 E 22 SW 55 17 S 15 E 17 SE 55 17 S 15 E 9 NE 55 17 S 15 E 9 SE 55 17 S 15 E 9 NE 55 17 S 16 E 29 SW ACRE40 SE SW SE NE NE SW NW SE SW NE SW SW SE SE NE SE SW SW NE NE SW SE NE NW SE SW NW NW SE NE SW SE SW NE NW SE SW SW NE SW SE NW SW NE SE NW SE SW NW SW SE SW NE NE NE NE SE SE NW SE NE SW SW SE NE SW SW SW NE NW NW NW SW NE SE NE 6/21/2007 ACRE10 SW SW NW NE SW NW NW SE SW SW NW NE SW SE NW NE NW SE NE SE NW SW NE NE NE NE NE SW SE SE SE SW NE SE NW SW NW NE SE NW NW SE SW SW SW NE SE NW SW SW SE NW NE NE SW SW SW SW NW NW NE SE NW NE NE NE SE NE SE SE NW SW NW NE NE NE UTMX 524460 507040 524459 523863 526058 505391 525658 521455 528849 527669 527246 527447 530875 521455 525255 524657 516013 516217 516610 505198 524063 514802 522244 522640 522247 522644 522648 513458 512479 514144 504080 523664 505592 514137 517607 526850 514363 513699 524656 513481 516412 514563 514353 513935 513929 516214 506008 506206 528706 523259 514135 508657 514151 515012 517205 517209 517207 517211 513495 527675 527855 517814 516808 518216 515024 514581 513711 507242 518211 517008 508659 516016 517609 518214 518212 525458 UTMY 3532250 3533233 3532451 3532047 3532651 3547184 3532051 3533843 3537882 3532652 3537291 3537290 3531455 3533843 3532853 3532452 3535626 3534628 3536027 3548297 3531646 3532237 3536046 3536046 3535646 3535647 3535247 3545356 3534822 3534227 3548740 3532247 3547186 3535022 3537680 3536286 3534031 3537258 3532653 3537258 3535627 3538936 3535423 3532650 3533836 3535227 3534848 3535049 3539714 3531443 3535423 3533417 3532036 3534425 3537474 3536646 3537060 3536232 3533642 3531656 3534479 3536233 3536438 3536441 3532845 3534031 3533836 3533433 3537471 3536646 3533015 3535027 3537266 3536853 3537265 3532051 WELL TYPE EXEMPT DOMESTIC EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT DOMESTIC EXEMPT EXEMPT DOMESTIC EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT DOMESTIC EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT WELL USE1 WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER WATER WATER WELL USE2 USE1 USE2 USE3 DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC STOCK DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC COMMERCI DOMESTIC DOMESTIC DOMESTIC DOMESTIC UTILITY ( DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC IRRIGATIO DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC APPROV INSTALL 9/3/1994 10/3/1994 12/1/1994 12/18/1994 12/27/1994 12/29/1994 1/24/1995 2/8/1995 3/3/1995 3/13/1995 4/4/1995 4/6/1995 4/22/1995 5/6/1995 5/11/1995 5/11/1995 6/12/1995 6/21/1995 6/21/1995 8/3/1995 8/26/1995 9/9/1995 9/21/1995 9/22/1995 9/28/1995 9/28/1995 9/29/1995 10/2/1995 10/10/1995 10/21/1995 11/3/1995 12/5/1995 12/6/1995 1/20/1996 1/28/1996 2/10/1996 2/21/1996 3/1/1996 3/8/1996 4/15/1996 4/29/1996 5/3/1996 5/13/1996 5/15/1996 5/18/1996 6/11/1996 6/12/1996 7/19/1996 8/4/1996 8/20/1996 8/31/1996 9/5/1996 9/20/1996 10/6/1996 10/6/1996 10/7/1996 10/8/1996 10/9/1996 10/11/1996 10/20/1996 10/25/1996 10/30/1996 10/31/1996 11/1/1996 11/1/1996 11/11/1996 12/5/1996 12/10/1996 12/13/1996 12/19/1996 12/20/1996 12/21/1996 12/29/1996 1/4/1997 1/8/1997 1/20/1997 WELL WATER CASING CASING CASING PUMP PUMP TEST DRAW DEPTH LEVEL TYPE DEEP WIDE PUMP TYPE POWER RATE RATE DOWN LAST NAME 730 590 STEEL - P 730 8 0 0 0 PETERSON 405 225 STEEL - P 400 8 CENTRIFUG ELECTRIC 30 30 0 WIK, GEOR 720 385 STEEL - P 720 8 0 0 0 HESS 800 320 STEEL - P 800 8 SUBMERSIB ELECTRIC 5 4 660 KATZ, KAL 765 165 STEEL - P 765 6 0 0 0 STEWART, 300 147 STEEL - P 300 8 0 0 0 LARA, JOS 800 0 STEEL - P 800 6 0 0 0 HOPKINS & 800 0 STEEL - P 200 8 0 0 0 WIDDOWS, 410 360 STEEL - P 410 8 SUBMERSIB ELECTRIC 6 6 0 ANDRESANO 900 540 STEEL - P 20 8 0 0 0 BARTLETT, 700 285 STEEL - P 0 8 0 0 0 LEGENDRE 350 265 STEEL - P 350 8 0 0 0 SAUL, KEN 550 55 STEEL - P 24 6 CENTRIFUG ELECTRIC 5 0 0 BOYKO, DA 800 570 STEEL - P 800 8 SUBMERSIB ELECTRIC 0 6 0 WIDDOWS, 780 380 STEEL - P 0 8 0 0 0 700 365 STEEL - P 20 8 0 0 0 OCHOTOREN 532 430 STEEL - P 532 8 0 0 0 CARROLL, 536 430 STEEL - P 536 8 0 0 0 MAHAFFEY, 537 430 STEEL - P 537 8 0 0 0 SHANTOS,, 368 170 PLASTIC O 368 5 0 0 0 MOBILE HO 1025 280 1025 6 0 0 0 WESTENBUR 558 445 STEEL - P 558 8 0 0 0 CRUELLE 462 335 STEEL - P 462 8 0 0 0 CARROLL, 450 355 STEEL - P 450 8 0 0 0 LANGFORD, 463 360 STEEL - P 463 8 0 0 0 COOPER, C 464 330 STEEL - P 464 8 0 0 0 TIBBS, GI 464 335 STEEL - P 464 8 0 0 0 CARROLL, 400 270 STEEL - P 400 6 0 0 0 KOLB CORR 325 270 STEEL - P 350 8 0 0 0 CSI/COMMU 400 300 PLASTIC O 400 8 SUBMERSIB ELECTRIC 10 10 0 BARNES 207 109 STEEL - P 207 6 SUBMERSIB ELECTRIC 18 28 10 FORDERER, 320 160 PLASTIC O 300 5 SUBMERSIB ELECTRIC 10 5 48 LUIKART, 305 155 STEEL - P 305 8 0 0 0 400 265 STEEL - P 400 6 SUBMERSIB ELECTRIC 31 40 0 LAWSON, G 580 400 STEEL - P 580 6 0 0 0 GEISSLER 1100 0 20 8 SUBMERSIB ELECTRIC 5 5 270 REILLY 410 340 STEEL - P 410 8 SUBMERSIB ELECTRIC 25 25 30 EMRADA LO 400 260 STEEL - P 400 6 0 0 0 GRADY, GE 400 120 STEEL - P 400 8 0 0 0 GRIMES 400 260 STEEL - P 400 6 0 0 0 517 440 STEEL - P 517 8 0 0 0 390 257 STEEL - P 390 8 18 0 0 DAVISON 420 320 STEEL - P 420 8 SUBMERSIB ELECTRIC 20 20 80 500 355 PLASTIC O 500 6 0 0 0 DAY, DARR 453 350 STEEL - P 453 8 0 0 0 TARTO, VI 517 430 STEEL - P 517 8 SUBMERSIB ELECTRIC 15 40 0 NICHOLS 300 220 STEEL - P 300 8 0 0 0 JOHNSON, 357 220 STEEL - P 0 6 SUBMERSIB ELECTRIC 23 18 5 ALEGRIA 800 245 STEEL - P 800 8 SUBMERSIB ELECTRIC 0 0 0 LIX, JOE, 395 125 STEEL - P 395 8 0 0 0 WILLIAMS 405 270 STEEL - P 400 6 SUBMERSIB ELECTRIC 33 33 0 MCCLURE 380 165 STEEL - P 380 8 0 0 0 520 310 STEEL - P 520 8 0 0 0 JONES, CO 475 395 STEEL - P 475 8 SUBMERSIB ELECTRIC 25 60 70 WALKER 593 490 STEEL - P 593 8 0 0 0 593 495 STEEL - P 593 8 0 0 0 593 490 STEEL - P 593 8 0 0 0 593 490 STEEL - P 593 8 0 0 0 440 310 STEEL - P 440 8 SUBMERSIB ELECTRIC 18 18 82 TARKENTON 553 130 PLASTIC O 553 6 0 0 0 640 13 STEEL - P 640 8 SUBMERSIB ELECTRIC 10 0 0 581 490 STEEL - P 581 8 0 0 0 COOPER, R 540 400 STEEL - P 540 6 SUBMERSIB ELECTRIC 28 28 0 KERRY 590 495 STEEL - P 590 8 0 0 0 DUNKLEE 600 370 STEEL - P 450 8 0 0 0 DGI INVES 500 285 STEEL - P 500 8 0 0 0 ABELL 560 385 STEEL - P 550 7 0 0 0 MAXWELL, 417 240 STEEL - P 412 8 0 0 0 HAAG, ALB 600 410 STEEL - P 600 6 0 0 0 HANSEN, D 550 410 PLASTIC O 550 6 0 0 0 DARIMONT, 320 220 STEEL - P 320 8 0 0 0 TROSPER 617 500 STEEL - P 617 8 0 0 0 CARROLL 560 100 STEEL - P 560 6 0 0 0 FRASIER 620 500 STEEL - P 620 8 0 0 0 MADSEN 617 500 STEEL - P 317 8 0 0 0 CARROLL, 785 30 STEEL - P 0 6 0 0 0 STUMP COMPANY LA CASITA GORDER GR ABRAMS IN LUNA VIST STEWART T TERRITORI TERRITORI TERRITORI TERRITORI MOMANDEYE DOME WELL Appendix 1, p.5 Stantec - Lee Moore Study Area Hydrogeologic Review, Final Report REGID 560198 559260 560898 560043 560900 560895 560894 560671 560527 561530 561632 561092 561375 561560 561559 561374 556717 560187 562614 556154 562616 562615 562617 562892 561753 563111 564550 562010 561938 561122 566673 567817 565413 568648 569314 569317 569315 569319 569318 569313 569320 572076 572421 572454 573696 572717 574525 573950 574087 569631 575301 576626 577918 576685 577061 577400 577618 577942 578262 579218 580397 579454 581454 581530 582149 584635 584078 584042 582842 585604 585636 587637 588301 588377 588266 587332 GeoSystems Analysis , Inc. PROG TWN N/S RNG E/W SEC ACRE160 55 17 S 16 E 29 SW 55 17 S 15 E 9 NW 55 17 S 15 E 17 SW 55 17 S 16 E 30 SE 55 17 S 15 E 17 SW 55 17 S 15 E 17 NW 55 17 S 15 E 17 NW 55 17 S 16 E 28 NE 55 17 S 15 E 17 SW 55 17 S 16 E 26 SE 55 17 S 15 E 23 NE 55 17 S 15 E 18 SW 55 16 S 14 E 11 NW 55 16 S 14 E 11 NW 55 16 S 14 E 11 NW 55 16 S 14 E 3 SE 55 17 S 15 E 9 NW 55 17 S 14 E 17 SE 55 17 S 15 E 17 NW 55 17 S 16 E 26 SE 55 17 S 15 E 17 NW 55 17 S 15 E 17 NW 55 17 S 15 E 17 NW 55 17 S 15 E 18 NE 55 17 S 14 E 22 SE 55 17 S 16 E 30 SE 55 17 S 15 E 35 NW 55 17 S 15 E 26 NW 55 17 S 16 E 29 SW 55 17 S 15 E 19 NE 55 17 S 15 E 6 NW 55 17 S 15 E 7 NW 55 17 S 15 E 18 SE 55 17 S 15 E 19 NW 55 16 S 14 E 11 SW 55 16 S 14 E 11 SW 55 16 S 14 E 11 SE 55 16 S 14 E 11 SE 55 16 S 14 E 11 SW 55 16 S 14 E 11 SW 55 16 S 14 E 11 SE 55 17 S 14 E 17 SE 55 17 S 16 E 29 NW 55 17 S 16 E 30 NW 55 17 S 15 E 6 NE 55 17 S 15 E 30 SW 55 17 S 15 E 17 SE 55 16 S 16 E 27 SW 55 17 S 15 E 23 SW 55 17 S 16 E 26 SE 55 17 S 16 E 28 NW 55 17 S 15 E 7 NE 55 17 S 15 E 19 NE 55 17 S 16 E 30 NW 55 17 S 16 E 30 SE 55 17 S 15 E 23 NE 55 17 S 14 E 22 SE 55 17 S 16 E 4 SW 55 17 S 15 E 19 SE 55 17 S 14 E 22 NW 55 17 S 16 E 29 NE 55 17 S 16 E 30 SE 55 17 S 16 E 29 SE 55 17 S 16 E 29 SW 55 17 S 15 E 19 SW 55 16 S 14 E 11 SW 55 17 S 16 E 30 NE 55 17 S 15 E 30 SW 55 17 S 14 E 22 NW 55 17 S 15 E 30 SW 55 17 S 15 E 6 SE 55 17 S 15 E 18 NE 55 17 S 14 E 21 NW 55 17 S 14 E 22 NW 55 17 S 15 E 6 SE 55 17 S 16 E 27 SW ACRE40 NE NW NE NW SW SE SW NW NW NE NW SW NW SW SE SW SW SE NE SE NW NE NW SE SW NW NE NW NW NW NW NE NE NW NE SE SW NW SW NW NE SE NW NW NW SE NE SW NE NE SE NW SE NE SE NE SW NE SE NE SW SW NW NE SE SW NE NW SW SW SW NW NE SE SE NE 6/21/2007 ACRE10 NW NW NW NW NE SW SW NW NE NE NW SE SE NE NW SW SE SW NW NE NE SW SE NE NE SW NW SW SW SE NW NE SE NE SE NE NW NE NE SE NE SE SW SE SE NE SW NW NE NW NE NW NE SW SE SE SE NW SE NE NE NE NE NE SW SW SE NE NW NE SE SW NE NW NE SW UTMX 525258 516802 515616 524062 515418 515615 515216 527265 515416 531082 520851 513705 510428 510430 510632 509415 517006 506632 515612 531078 515412 515613 515413 515006 509669 524063 520453 520052 524859 514579 513480 514132 515009 513708 510840 510842 511043 511239 510441 510439 511642 506835 524855 523467 514563 514150 516415 527906 520652 530879 527065 514348 515016 523665 524663 521454 509670 526842 515024 509259 525858 524263 525858 525458 513935 510245 524656 513718 508657 513719 514563 514350 507645 509060 514995 528474 UTMY 3532050 3537683 3535226 3532048 3534825 3535426 3535425 3532851 3535225 3532057 3534437 3534619 3546534 3546334 3546335 3546947 3537060 3534043 3536026 3531657 3536026 3535826 3535826 3535625 3532611 3531847 3531236 3532642 3531849 3534227 3539111 3537670 3535024 3534421 3545734 3545533 3545534 3545936 3545532 3545733 3545937 3534044 3532653 3532648 3538936 3531628 3535028 3541121 3533640 3532056 3532452 3537670 3534031 3532649 3531447 3534242 3532410 3538410 3533044 3533818 3532451 3531647 3532051 3532051 3533055 3545332 3532653 3532037 3533417 3531628 3537862 3535824 3533833 3533416 3538042 3531853 WELL TYPE EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT WELL USE1 WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER WATER WELL USE2 USE1 USE2 DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC STOCK DOMESTIC DOMESTIC DOMESTIC IRRIGATIO DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC WATER USE3 APPROV 6/5/1998 2/4/1998 4/3/1998 11/12/1997 6/4/1998 7/21/1998 7/21/1998 7/21/1998 7/21/1998 7/21/1998 7/21/1998 7/21/1998 1/27/1999 1/28/1999 1/26/1999 3/31/1999 2/24/1999 5/3/1999 4/6/1999 4/9/1999 7/22/1998 6/9/1999 9/3/1999 11/3/1999 8/17/1999 9/28/1999 9/30/1999 10/13/1999 11/12/1999 12/13/1999 03-Feb-00 05-Apr-00 08-Mar-00 07-Jun-00 09-Jun-00 26-Jul-00 06-Dec-00 01-Nov-00 04-Dec-00 2/28/2001 3/1/2001 2/28/2001 7/3/2001 8/7/2001 8/13/2001 8/6/2001 9/5/2001 INSTALL 2/1/1997 2/15/1997 2/19/1997 2/20/1997 2/21/1997 2/22/1997 2/23/1997 2/27/1997 3/20/1997 3/20/1997 4/5/1997 4/10/1997 5/6/1997 5/6/1997 5/6/1997 5/6/1997 5/8/1997 5/17/1997 5/21/1997 5/21/1997 5/24/1997 5/27/1997 6/4/1997 6/7/1997 7/24/1997 8/22/1997 9/21/1997 10/10/1997 11/2/1997 12/15/1997 3/16/1998 4/13/1998 4/22/1998 11/10/1998 11/19/1998 11/22/1998 12/10/1998 12/18/1998 12/30/1998 1/3/1999 1/6/1999 3/10/1999 3/22/1999 4/3/1999 4/13/1999 4/16/1999 5/16/1999 5/23/1999 5/27/1999 6/27/1999 7/10/1999 9/19/1999 11/23/1999 12/21/1999 12/22/1999 1/13/2000 2/7/2000 2/18/2000 2/19/2000 4/14/2000 5/12/2000 6/7/2000 8/10/2000 10/2/2000 11/2/2000 12/20/2000 12/22/2000 2/10/2001 3/6/2001 4/3/2001 4/29/2001 7/30/2001 8/27/2001 10/10/2001 10/31/2001 11/28/2001 WELL WATER CASING CASING CASING PUMP PUMP TEST DRAW DEPTH LEVEL TYPE DEEP WIDE PUMP TYPE POWER RATE RATE DOWN LAST NAME 802 200 STEEL - P 0 6 SUBMERSIB ELECTRIC 3 1 0 THRALL 595 440 STEEL - P 595 6 0 0 0 HANSEN 450 310 STEEL - P 450 8 SUBMERSIB ELECTRIC 30 18 0 795 160 STEEL - P 795 8 SUBMERSIB ELECTRIC 5 5 714 WEST, RIC 450 310 STEEL - P 450 8 SUBMERSIB ELECTRIC 30 18 0 450 300 STEEL - P 450 8 SUBMERSIB ELECTRIC 30 30 0 450 310 STEEL - P 450 8 SUBMERSIB ELECTRIC 30 18 0 701 260 PLASTIC O 701 5 0 0 0 ALHOSAH 450 330 PLASTIC O 450 6 SUBMERSIB ELECTRIC 30 18 0 KEMMER 445 230 STEEL - P 445 8 0 0 0 HAGAN, TI 730 560 STEEL - P 730 8 0 0 0 HERMENS, 550 410 PLASTIC O 550 6 SUBMERSIB ELECTRIC 18 18 82 HORST, DA 395 260 STEEL - P 395 8 0 0 0 HEATER, J 392 260 STEEL - P 392 8 0 0 0 BLACK, DO 392 260 STEEL - P 392 8 0 0 0 SWAN 6 WE 384 260 STEEL - P 384 8 0 0 0 550 410 PLASTIC O 550 6 SUBMERSIB ELECTRIC 20 20 65 CHAVEZ 412 220 STEEL - P 407 8 0 0 0 SIRRINE, 500 330 STEEL - P 500 8 SUBMERSIB ELECTRIC 32 32 0 600 165 STEEL - P 0 8 0 0 0 SCHMIDT 460 310 STEEL - P 460 8 SUBMERSIB ELECTRIC 32 32 0 500 330 STEEL - P 20 8 SUBMERSIB ELECTRIC 32 32 0 FLORES 460 310 STEEL - P 460 8 SUBMERSIB ELECTRIC 32 32 0 SMITH 480 380 PLASTIC O 480 8 0 0 0 JACOBS, D 410 196 STEEL - P 402 6 0 0 0 SMITH, DO 770 149 PLASTIC O 375 5 SUBMERSIB ELECTRIC 5 1 0 SCHWENN, 920 560 PLASTIC O 920 5 SUBMERSIB ELECTRIC 5 0 0 MCGRATH 790 600 PLASTIC O 790 6 0 0 0 RACKLIFFE 710 240 PLASTIC O 710 7 SUBMERSIB ELECTRIC 5 5 500 MATTHEWS, 600 360 STEEL - P 600 6 0 0 0 KERR, GLO 460 290 STEEL - P 460 6 SUBMERSIB ELECTRIC 30 30 6 400 290 PLASTIC O 400 8 0 0 0 MOYLAN 455 285 STEEL - P 455 6 0 0 0 VANDENLAN 462 290 STEEL - P 460 9 0 0 0 MANN 280 210 STEEL - P 280 6 0 0 0 CORTESE 280 210 STEEL - P 280 6 0 0 0 STAMEY 300 210 STEEL - P 300 6 0 0 0 ALLEN 280 210 PLASTIC O 280 6 0 0 0 CORTESE 260 200 STEEL - P 280 6 0 0 0 MADISON 260 200 STEEL - P 260 6 0 0 0 WONDERS 320 200 STEEL - P 320 6 0 0 0 CAMPBELL 300 140 PLASTIC O 280 8 SUBMERSIB ELECTRIC 18 30 42 HOTTON 420 72 PLASTIC O 420 5 0 0 0 THOMPSON 325 75 PLASTIC O 320 5 SUBMERSIB OTHER 2 15 0 JOSEPH 410 380 PLASTIC O 410 6 0 0 0 FORKUM 475 430 PLASTIC O 475 4 0 0 0 415 260 STEEL - P 415 6 0 0 0 ISAAK 380 0 STEEL - P 20 1 0 0 0 SALMON 800 425 PLASTIC O 800 5 0 0 0 FRANKLIN 400 145 STEEL - P 400 8 0 0 0 FEDEROFF 240 100 PLASTIC O 240 4 0 0 0 BLUME 420 295 PLASTIC O 420 5 SUBMERSIB ELECTRIC 2 17 0 SANDERS 430 360 PLASTIC O 430 4 0 0 0 FELTY 500 112 PLASTIC O 475 5 SUBMERSIB ELECTRIC 5 3 0 MONEY 900 0 STEEL - P 20 8 0 0 0 WINSKY 720 598 PLASTIC O 720 5 SUBMERSIB ELECTRIC 10 9 23 JACOBSEN 401 211 STEEL - P 401 8 0 0 0 PARRISH 720 495 PLASTIC O 720 5 SUBMERSIB ELECTRIC 5 5 160 IRMISCHER 560 390 PLASTIC O 540 6 SUBMERSIB ELECTRIC 25 25 75 CONNOLLY 350 210 PLASTIC O 350 5 0 0 0 KUROWSKI 1100 503 STEEL - P 24 6 SUBMERSIB ELECTRIC 4 5 0 STUMP 700 87 PLASTIC O 700 5 0 0 0 SEXTON 1025 304 STEEL - P 24 6 SUBMERSIB ELECTRIC 5 4 0 HOPKINS 1050 65 STEEL - P 48 6 SUBMERSIB ELECTRIC 7 2 0 TOWLE 440 380 PLASTIC O 440 5 0 0 0 326 235 STEEL - P 326 6 0 0 0 GOMEZ 800 112 STEEL - P 24 6 0 0 0 JOHNSTON 482 375 STEEL - P 482 8 SUBMERSIB ELECTRIC 33 30 15 DAVIS 330 220 STEEL - P 330 6 SUBMERSIB ELECTRIC 15 15 10 OBRIEN 560 360 STEEL - P 560 6 0 0 0 BAKER 415 315 STEEL - P 415 6 0 0 0 JONES 400 285 PLASTIC O 400 5 SUBMERSIB ELECTRIC 25 25 21 CROWLEY 340 230 PLASTIC O 340 5 0 0 0 COELHO 380 280 STEEL - P 380 6 0 0 0 ARNETT 435 335 STEEL - P 435 6 SUBMERSIB ELECTRIC 12 12 1 SANDERS 730 675 PLASTIC O 730 5 SUBMERSIB DIESEL EN 15 15 0 ALLRED-FI COMPANY PIERCE CO PIERCE CO PIERCE CO PIERCE CO SWAN SONG PIERCE CO PIERCE CO GASHO FAM CONWELL F MYRTLE CO Appendix 1, p.6 Stantec - Lee Moore Study Area Hydrogeologic Review, Final Report REGID 596764 589508 590889 592408 593720 592837 593193 593157 593224 595879 595037 595038 593426 595039 595044 595043 595042 595041 595040 596285 200346 599463 598888 204870 203428 206340 206094 203396 208706 211643 905113 208669 575271 591260 581272 591261 590649 559786 501596 574003 573043 564022 563989 563999 599662 556788 599657 594395 593294 211039 562189 565054 564252 210335 567629 210331 208371 208742 590404 206524 592072 564297 560199 575346 203758 560676 594455 591787 596605 204995 200879 210783 200350 207892 212194 597589 GeoSystems Analysis , Inc. PROG TWN N/S RNG E/W SEC ACRE160 55 17 S 16 E 26 NE 55 17 S 14 E 21 NW 55 17 S 16 E 28 NE 55 17 S 16 E 29 SE 55 17 S 15 E 7 NE 55 17 S 15 E 30 SW 55 16 S 14 E 19 NE 55 17 S 15 E 7 NW 55 17 S 15 E 18 NW 55 17 S 16 E 29 SW 55 16 S 14 E 10 SW 55 16 S 14 E 10 SE 55 17 S 16 E 30 NE 55 16 S 14 E 10 SE 55 16 S 14 E 10 SW 55 16 S 14 E 10 SW 55 16 S 14 E 10 SW 55 16 S 14 E 10 SW 55 16 S 14 E 10 SW 55 17 S 15 E 30 NW 55 17 S 16 E 28 NW 55 17 S 16 E 21 NE 55 17 S 16 E 9 SW 55 17 S 16 E 9 NW 55 17 S 15 E 23 SE 55 17 S 15 E 30 SE 55 17 S 15 E 23 NE 55 17 S 15 E 23 SE 55 17 S 14 E 21 NW 55 16 S 15 E 13 SW 55 17 S 15 E 18 NE 55 17 S 15 E 19 SE 55 17 S 16 E 29 SW 55 16 S 14 E 5 SE 55 16 S 14 E 6 SE 55 16 S 14 E 5 NE 55 16 S 14 E 5 NE 55 17 S 15 E 30 NE 55 17 S 16 E 21 NE 55 18 S 15 E 22 SE 55 18 S 15 E 23 SW 55 16 S 14 E 11 NE 55 16 S 14 E 11 NW 55 16 S 14 E 11 NE 55 16 S 14 E 6 NW 55 16 S 14 E 5 NE 55 16 S 14 E 5 NW 55 17 S 14 E 8 SE 55 17 S 14 E 2 NW 55 17 S 14 E 22 SW 55 17 S 14 E 22 SE 55 17 S 15 E 18 NE 55 17 S 15 E 18 NW 55 17 S 15 E 19 SE 55 17 S 15 E 18 NW 55 17 S 15 E 19 SW 55 17 S 15 E 23 NE 55 17 S 15 E 19 NE 55 17 S 15 E 30 NW 55 17 S 15 E 30 SE 55 17 S 15 E 30 SE 55 17 S 15 E 35 NW 55 17 S 16 E 29 SW 55 17 S 16 E 29 SE 55 17 S 16 E 29 NE 55 17 S 16 E 29 NE 55 17 S 16 E 29 NW 55 17 S 16 E 30 NW 55 17 S 16 E 21 SE 55 17 S 16 E 21 SE 55 17 S 16 E 21 NE 55 17 S 16 E 28 NE 55 17 S 16 E 28 NE 55 17 S 16 E 26 NE 55 17 S 16 E 26 NW 55 18 S 15 E 23 SW ACRE40 NE NE SW NE SW SW NE NW SE NW NW NE NE NE NE NW NE NW NW NW SE SE SE SW NE SE SE NE NE NW NW NE SW NE NE NE SE NW SW NE SW SW NE SE SE SE SE SE NW NW SE NE SW NE NE SE NW SE NW SW SE SE NE SE SW SE SW SE NW SE NW NE NE SE NE SW 6/21/2007 ACRE10 NE NW NW NW SW NW NE NW SE NW SE SE NE SW SE SE SW SW SW SE NE SW SW SE NE SE NW NE SW NE SE NE NW NE SE NE NW NW SE NE SW NW SW NW SE NW NE SW NW SW SE NE SE SE SW SW SE SE SE NE NW NE SE SW NE NW NE SE SE SE NW SE SW NE SE SW UTMX 531088 507443 527267 526058 514349 513504 505195 513483 514135 524858 508826 510038 524654 509836 509230 508826 509028 508624 508624 513717 527065 527661 526850 526644 521456 515012 521253 521456 507444 521696 514568 515019 524860 506805 505193 506815 506608 514370 527460 519842 520041 511034 510629 511437 504406 506608 506002 506600 510242 508661 510073 515004 513699 515021 513914 513935 521052 515018 513717 514581 514797 520655 525459 526059 525858 526058 525056 523863 527463 527868 527255 527871 527669 531085 530273 520041 UTMY 3532857 3533836 3532452 3532051 3537052 3531627 3543535 3537670 3535423 3532050 3545742 3545733 3532854 3545734 3545739 3545742 3545740 3545743 3545743 3532652 3532452 3533867 3536286 3537091 3533644 3531426 3534041 3533644 3533633 3544729 3535825 3533636 3531648 3547645 3547406 3548546 3548093 3532851 3533867 3524032 3523429 3546336 3546535 3546338 3547853 3548093 3548084 3535653 3538696 3532814 3532409 3536025 3535422 3533439 3535824 3533055 3534239 3533833 3532652 3531628 3531628 3530843 3531850 3531451 3532451 3532451 3532452 3532248 3533460 3533053 3534478 3532652 3532652 3532457 3532655 3523429 WELL TYPE EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT WELL USE1 WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER WELL USE2 USE1 DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC UTILITY ( DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC UTILITY ( DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC WATER USE2 STOCK STOCK WATER USE3 APPROV 1/16/2003 10/24/2001 2/27/2002 5/8/2002 10/21/2002 6/5/2002 7/15/2002 7/26/2002 7/10/2002 11/18/2002 10/28/2002 10/28/2002 12/19/2002 10/28/2002 10/28/2002 10/28/2002 10/28/2002 10/28/2002 10/28/2002 12/11/2002 9/25/2003 7/11/2003 6/10/2003 8/23/2004 6/1/2004 1/18/2005 12/16/2004 5/28/2004 7/29/2005 4/10/2006 6/27/2006 7/28/2005 6/23/2099 4/19/2002 6/15/2000 3/8/2002 1/28/2002 IRRIGATIO 4/6/2099 2/12/2099 7/25/2003 9/9/2003 9/16/2002 7/1/2002 2/14/2006 10/20/2097 STOCK 12/13/2005 3/26/1998 12/19/2005 8/23/2005 8/3/2005 1/8/2002 3/7/2005 4/19/2002 6/9/1999 6/10/2004 IRRIGATIO 12/19/2002 4/11/2002 1/6/2003 11/22/2004 11/28/2003 1/19/2006 9/16/2003 5/19/2005 6/5/2006 3/14/2003 INSTALL 2/22/2002 3/7/2002 5/17/2002 6/11/2002 8/1/2002 8/12/2002 9/10/2002 10/1/2002 10/22/2002 12/3/2002 12/28/2002 12/29/2002 12/30/2002 12/31/2002 1/3/2003 1/5/2003 1/7/2003 1/9/2003 1/14/2003 3/25/2003 11/13/2003 4/17/2004 5/18/2004 9/30/2004 1/13/2005 2/2/2005 3/5/2005 3/28/2005 11/15/2005 6/30/2006 7/6/2006 7/20/2006 12/6/2099 WELL WATER CASING CASING CASING PUMP PUMP TEST DRAW DEPTH LEVEL TYPE DEEP WIDE PUMP TYPE POWER RATE RATE DOWN LAST NAME 740 400 PLASTIC O 740 5 0 0 0 ROLLAND 340 200 PLASTIC O 340 5 0 0 0 DAY 655 122 PLASTIC O 425 5 0 0 0 LAGUILLO 602 300 PLASTIC O 600 5 0 0 0 KNIGHT 415 315 STEEL - P 315 7 0 0 0 BELL 420 322 PLASTIC O 436 5 SUBMERSIB ELECTRIC 25 25 98 230 127 OTHER - B 230 7 SUBMERSIB ELECTRIC 30 34 26 GALLEGO 403 294 OTHER - B 403 7 0 0 0 DAVIS 590 0 OTHER - B 520 7 SUBMERSIB ELECTRIC 10 10 92 400 60 PLASTIC O 390 5 SUBMERSIB ELECTRIC 16 0 0 RAMSEY,F 390 240 PLASTIC O 390 5 0 0 0 346 145 PLASTIC O 346 5 0 0 0 260 70 PLASTIC O 260 5 0 0 0 FORREST 370 145 PLASTIC O 370 7 0 0 0 340 145 PLASTIC O 340 5 0 0 0 390 145 PLASTIC O 390 5 0 0 0 380 145 PLASTIC O 380 5 0 0 0 390 145 PLASTIC O 390 5 0 0 0 390 145 PLASTIC O 390 5 0 0 0 450 330 STEEL - P 429 9 SUBMERSIB ELECTRIC 25 35 30 745 35 PLASTIC O 745 5 SUBMERSIB ELECTRIC 5 8 678 KING 300 160 PLASTIC O 300 7 SUBMERSIB ELECTRIC 12 12 42 THRALL 705 360 PLASTIC O 705 5 0 0 0 CARRARA 350 225 PLASTIC O 350 0 SUBMERSIB ELECTRIC 10 10 25 BRENNAN 720 590 PLASTIC O 720 5 SUBMERSIB ELECTRIC 0 7 35 ABEYTA 575 362 PLASTIC O 570 5 0 0 0 SCATTINI 975 578 PLASTIC O 975 8 SUBMERSIB ELECTRIC 6 6 0 760 579 PLASTIC O 760 5 0 0 0 BREAW 325 220 STEEL - P 325 9 0 0 0 GOMEZ 600 80 PLASTIC O 280 5 0 0 0 TUCK 450 307 PLASTIC O 450 0 0 0 0 VANDER-HE 141 0 STEEL - P 20 9 0 0 0 PUHALA 900 50 STEEL - P 20 8 SUBMERSIB ELECTRIC 10 5 0 WINSKY 300 150 STEEL - P 300 6 0 0 0 SOTELO 300 160 STEEL - P 300 6 0 0 0 STAHLKOPF 300 150 STEEL - P 300 8 0 0 0 CASTILLO 300 150 STEEL - P 300 6 0 0 0 550 372 STEEL - P 550 7 SUBMERSIB ELECTRIC 35 35 0 BYRON 340 240 PLASTIC O 340 4 0 0 0 COKELY,J 0 0 STEEL - P 850 8 0 0 0 0 0 STEEL - P 750 8 0 0 0 336 215 PLASTIC O 336 6 0 0 0 O'CONNOR 310 203 PLASTIC O 310 6 0 0 0 LEWIS 350 210 PLASTIC O 350 6 0 0 0 LEWIS 400 138 STEEL - P 400 8 0 0 0 300 146 STEEL - P 300 6 0 0 0 300 138 STEEL - P 300 8 0 0 0 STAHLKOPF 350 238 STEEL - P 350 7 0 0 0 300 140 PLASTIC O 300 5 0 0 0 HIGGINS 340 210 PLASTIC O 340 4 0 0 0 RONQUILLO 405 235 STEEL - P 0 8 0 0 0 GALVAN 400 305 PLASTIC O 400 5 0 0 0 550 375 PLASTIC O 550 8 0 0 0 KAUFMANN, 510 0 PLASTIC O 500 6 0 0 0 500 460 SCREEN 500 6 0 0 0 BAKER 435 332 PLASTIC O 435 5 0 0 0 850 0 PLASTIC O 840 5 0 0 0 500 370 OTHER - B 21 12 0 0 0 STREET 480 430 PLASTIC O 480 6 0 0 0 JONES 580 365 STEEL - P 580 5 0 0 0 MANN 530 450 PLASTIC O 530 8 0 0 0 JONES 950 145 STEEL - P 950 5 0 0 0 FRATE 760 35 STEEL - P 21 6 0 0 0 RUTHERFOR 800 50 STEEL - P 170 8 0 0 0 WINSKY 1200 185 STEEL - P 23 7 0 0 0 RYCKMAN 700 106 STEEL - P 700 5 SUBMERSIB ELECTRIC 5 4 200 HOLMES 303 78 STEEL - P 303 5 0 0 0 ROBINSON 590 98 PLASTIC O 590 5 0 0 0 DELVENTHA 410 87 PLASTIC O 410 5 0 0 0 CARSON 265 50 PLASTIC O 215 5 SUBMERSIB ELECTRIC 18 25 31 HAMPSON 600 387 PLASTIC O 600 5 0 0 0 KOLBA 1100 600 PLASTIC O 1100 6 0 0 0 POST 665 160 PLASTIC O 665 5 0 0 0 BRAUNER 400 200 PLASTIC O 200 5 0 0 0 BOYD 600 170 PLASTIC O 600 5 0 0 0 ROBERTS 990 0 STEEL - P 20 9 0 0 0 COMPANY 18325 SOU ENTRADA E SOUTHLAND SOUTHLAND SOUTHLAND SOUTHLAND SOUTHLAND SOUTHLAND SOUTHLAND SOUTHLAND LOT 36 OF GERARD & LA CASITA MID AMERI MIDAMERIC CLIFF VAL LA CASITA GREEN VAL PALO SECO MILLARD F D AND D M GERARD & MID AMERI Appendix 1, p.7 Stantec - Lee Moore Study Area Hydrogeologic Review, Final Report REGID 592405 206356 202883 566090 803869 805493 636347 806737 804702 616073 638546 634864 613659 639099 801376 634865 804814 801264 639507 564296 636737 616163 616162 616007 604336 604337 808468 622107 640508 607809 201397 573708 560722 562978 543983 611421 560899 639173 611422 GeoSystems Analysis , Inc. PROG TWN N/S RNG E/W SEC ACRE160 55 18 S 16 E 5 NW 55 16 S 14 E 19 NE 55 16 S 15 E 23 SE 55 16 S 14 E 5 NW 55 16 S 14 E 18 SE 55 16 S 14 E 5 SE 55 17 S 14 E 17 NE 55 16 S 14 E 18 NW 55 16 S 14 E 7 55 16 S 15 E 36 SW 55 17 S 14 E 17 NE 55 17 S 14 E 17 NE 55 17 S 14 E 17 NE 55 17 S 14 E 17 NE 55 17 S 14 E 17 NE 55 17 S 14 E 17 SE 55 17 S 14 E 17 NE 55 17 S 14 E 22 NW 55 17 S 14 E 21 NE 55 17 S 15 E 35 NW 55 17 S 15 E 6 55 17 S 16 E 15 NE 55 17 S 16 E 14 NW 55 15 S 14 E 32 SE 55 16 S 15 E 22 SW 55 16 S 15 E 14 NW 55 17 S 14 E 17 NE 55 16 S 14 E 18 SE 55 16 S 14 E 6 NW 55 16 S 14 E 19 NE 55 17 S 15 E 19 SW 55 17 S 15 E 6 NE 55 17 S 16 E 29 SW 55 16 S 14 E 3 SW 55 17 S 14 E 22 NE 55 16 S 14 E 32 NE 55 17 S 15 E 17 SW 55 16 S 14 E 7 SW 55 16 S 14 E 29 SE 6/21/2007 ACRE40 NE SE SE NE ACRE10 NW SE SE SW NW SE NE SE SE NE NE NW NW NW SE SE NW SE NW NW SE SE NE NW SW NE NE NW NW NW SE SW NE SE NW NW NE NE SW NW NE SW SE SW SW NW SE SE SW NW SE NW NE SE SE SW NW SE NW SW SW UTMX 525272 505200 521293 505802 504900 506399 506818 504409 504508 522091 506400 506197 506201 506814 506714 506318 506615 508655 508049 520453 514240 529449 529854 506297 518268 520493 506408 504900 504308 504603 513715 514563 525460 509011 509463 506396 515618 504111 506194 UTMY 3529657 3542928 3542540 3548305 3544035 3547416 3534847 3545136 3546038 3539728 3535451 3535452 3535251 3535048 3534948 3534545 3534847 3533819 3533827 3530646 3538488 3536079 3535882 3549352 3543139 3545142 3535049 3544035 3547965 3543131 3533251 3538936 3531449 3546947 3533415 3540108 3534826 3545638 3540512 WELL TYPE EXEMPT NON-EXEMP NON-SERVI SERVICE EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT EXEMPT NON-EXEMP NON-EXEMP NON-EXEMP NON-EXEMP EXEMPT EXEMPT NON-EXEMP EXEMPT EXEMPT EXEMPT DOMESTIC DOMESTIC EXEMPT EXEMPT EXEMPT EXEMPT WELL USE1 WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER PRO WATER WATER WELL USE2 USE1 USE2 DOMESTIC INDUSTRIA MUNICIPAL UTILITY ( DOMESTIC IRRIGATIO DOMESTIC DOMESTIC IRRIGATIO DOMESTIC DOMESTIC STOCK DOMESTIC DOMESTIC STOCK IRRIGATIO DOMESTIC DOMESTIC STOCK DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC STOCK DOMESTIC STOCK STOCK INDUSTRIA MUNICIPAL MUNICIPAL DOMESTIC DOMESTIC STOCK DOMESTIC IRRIGATIO DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC DOMESTIC WATER USE3 APPROV INSTALL 5/8/2002 2/15/2005 5/28/2004 12/31/2097 STOCK IRRIGATIO 3/2/2004 WELL WATER CASING DEPTH LEVEL TYPE 550 370 STEEL - P 350 105 STEEL - P 980 502 STEEL - P 300 150 STEEL - P 200 156 OTHER - B 255 159 OTHER - B 285 175 OTHER - B 350 200 STEEL - P 180 125 STEEL - P 620 595 STEEL - P 270 170 STEEL - P 270 170 STEEL - P 280 0 STEEL - P 210 175 STEEL - P 246 176 STEEL - P 275 175 STEEL - P 270 165 STEEL - P 311 210 STEEL - P 320 0 STEEL - P 0 530 STEEL - P 320 277 STEEL - P 420 0 STEEL - P 150 0 STEEL - P 600 140 STEEL - P 420 0 STEEL - P 600 0 STEEL - P 260 188 STEEL - P 200 0 200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 143 0 0 290 0 214 0 CASING CASING DEEP WIDE PUMP TYPE 23 6 SUBMERSIB 350 13 980 20 300 10 0 2 255 8 285 6 350 10 0 8 0 8 270 6 270 6 280 6 0 6 246 6 0 6 100 6 276 8 319 8 1055 8 320 8 420 8 150 8 500 16 420 8 600 16 0 8 0 0 0 0 0 18 0 0 SUBMERSIB 0 0 SUBMERSIB 0 0 SUBMERSIB 0 0 SUBMERSIB 0 0 SUBMERSIB 0 16 0 0 SUBMERSIB 0 10 0 10 PUMP PUMP TEST DRAW POWER RATE RATE DOWN LAST NAME ELECTRIC 5 4 130 MAY 0 0 0 BARRASSI 0 0 0 0 0 0 35 0 0 TUCKER, R 34 0 0 3 3 0 SUMSTINE, 0 0 0 STERBA 35 0 0 STEWART B 3 3 0 AZ STATE 35 35 0 OTT,D E 18 18 0 HARTLEY 0 0 0 GASTETUM, 0 0 0 DAINS,M R 31 31 0 BRITTON 0 0 0 KIBBE,W J 25 0 0 TRAMMELL, 26 26 0 MARTINEZ 30 30 0 DWYER,A 0 0 0 GOLOS, DO 0 0 0 RELITZ, G 5 5 0 AZ STATE 5 5 0 AZ STATE 1000 1000 0 0 0 0 PIMA COUN 1150 0 0 PIMA COUN 0 0 0 BREAZEALE 0 0 0 DAVIDSON, 0 0 0 HOOD,J 0 0 0 ASARCO IN ELECTRIC 10 15 0 PUHALA ELECTRIC 10 9 1 FORKUM ELECTRIC 12 0 0 ELECTRIC 22 22 10 ELECTRIC 25 25 0 JAYME, GU 26 26 0 TRIAD 149 ELECTRIC 30 30 0 34 34 0 TRAPPMAN, 35 35 0 TRIAD 149 COMPANY CITY OF T LA CASITA LA CASITA TUCSON AI SANTA RIT SWAN RANC PIERCE CO Appendix 1, p.8 Stantec - Lee Moore Study Area Hydrogeologic Review, Final Report Appendix 2A - GWSI Wells with 2005-6 Water Level Measurements SITE_ SITE_ WLWA_ WLWA_D SITE_WELL_ UTM_E UTM_N WATER EPTH WLWA_MEASU 315109110482301 518343 3523947 3910 200 2/25/2005 315126110473201 519630 3524472 4146 84 2/25/2005 315130110475201 519209 3524656 4078 77 3/3/2005 315643110554501 506695 3534185 2577 202 2/3/2005 315649110430001 526804 3534557 3688 42 1/27/2005 315651110564201 505224 3534369 2537 184 2/23/2005 315702110565001 504909 3534738 2562 156 2/18/2005 315724110460701 522024 3535407 2781 619 2/23/2006 315728110563901 505381 3535539 2551 153 2/18/2005 315728110570301 504646 3535569 2542 161 2/23/2005 315812110565301 504882 3536739 2562 128 2/18/2005 315823110560801 506063 3537417 2535 161 2/18/2005 315840110463701 521101 3537807 2639 555 1/11/2006 315849110570001 504881 3537971 2535 140 2/18/2005 315855110553101 507059 3538249 2547 161 12/16/2005 315857110545501 508004 3538312 2544 181 12/16/2005 315909110520701 512544 3538747 2578 253 12/16/2005 315913110565301 504881 3538771 2543 127 2/18/2005 315920110510301 514118 3539026 2575 311 1/18/2005 315923110561201 505983 3539111 2553 118 2/2/2005 315940110560801 506088 3539634 2562 114 2/2/2005 315955110555801 506350 3540096 2544 128 2/2/2005 320007110522801 512017 3540471 2558 242 12/16/2005 320007110533301 510154 3540469 2517 238 12/16/2005 320007110570601 504565 3540465 2587 69 2/15/2005 320010110514001 513119 3540564 2570 275 12/16/2005 320014110564001 505247 3540680 2584 71 2/15/2005 320016110472901 519704 3540760 2597 477 2/8/2006 320016110553301 507005 3540743 2544 141 12/16/2005 320031110560201 506244 3541204 2548 122 2/18/2005 320033110561901 505798 3541266 2549 106 2/15/2005 320033110563401 505273 3541265 2595 60 2/15/2005 320033110570601 504565 3541265 2596 50 2/15/2005 320033110573801 503725 3541172 2598 50 2/15/2005 320041110554201 506769 3541513 2547 135 2/18/2005 320043110522901 511831 3542010 2551 251 12/16/2005 320053110513501 513327 3541919 2567 274 12/16/2005 320058110413301 528962 3542198 3034 326 1/19/2005 320100110571501 504565 3542035 2592 46 2/15/2005 320101110550201 508080 3542129 2519 206 12/16/2005 320101110563201 505457 3542128 2540 105 2/18/2005 320106110553401 506978 3542283 2546 154 12/16/2005 320111110463101 521222 3542456 2609 501 4/12/2005 320111110472501 519806 3542453 2599 451 2/9/2006 320113110573701 504066 3542496 2586 52 2/15/2005 320124110550601 507712 3542837 2530 158 12/16/2005 320125110570001 504722 3542866 2580 52 2/17/2005 320132110573501 503751 3543081 2576 58 2/15/2005 320135110560701 506112 3543175 2544 136 12/16/2005 320136110554001 506820 3543206 2544 156 12/16/2005 320143110563601 505351 3543421 2547 88 1/1/2006 320146110572801 503987 3543512 2558 67 2/15/2005 320147110572801 503987 3543543 2569 56 2/15/2005 320203110554001 506819 3544037 2537 147 12/16/2005 320218110563701 505324 3544498 2542 100 12/16/2005 320225110421401 527958 3544751 2880 385 1/19/2005 320238110465201 520613 3545164 2605 450 2/1/2005 320243110572201 504144 3545267 2551 57 2/15/2005 320250110423901 527274 3545457 2660 570 1/19/2005 320252110571201 504616 3545545 2535 75 1/1/2006 320325110572001 504274 3546684 2525 67 12/16/2005 320334110572601 504038 3546838 2491 112 2/1/2005 320335110572701 504038 3546868 2515 65 1/11/2006 320342110562001 505768 3547423 2511 139 2/2/2005 320344110554901 506581 3547147 2514 144 2/2/2005 320345110492601 516624 3547189 2567 338 12/16/2005 320400110564701 505060 3547639 2499 139 12/16/2005 320401110571201 504405 3547669 2515 95 2/2/2005 320402110502802 514997 3547802 2550 317 1/12/2006 320402110502803 514997 3547802 2572 295 1/12/2006 320402110571201 504405 3547700 2514 96 2/2/2005 320403110483801 518065 3547623 2552 393 2/2/2005 320403110483901 517986 3547653 2559 393 2/2/2005 320404110571201 504405 3547761 2504 106 2/2/2005 320421110512401 513528 3548293 2522 293 12/16/2005 320429110550701 507682 3548533 2512 161 12/16/2005 320431110520901 512348 3548599 2546 262 2/2/2005 320455110573401 503827 3549331 2501 94 12/16/2005 320457110573401 503827 3549393 2505 93 12/16/2005 320510110573401 503827 3549701 2503 92 12/16/2005 320516110542301 508939 3549981 2504 187 1/10/2006 320520110573501 503853 3550163 2500 87 12/16/2005 395909110530701 510917 3538745 2529 254 12/16/2005 GeoSystems Analysis , Inc. 3/6/2007 SITE_ WELL1 WLOW_LAST_ 805420 HAWKINS 804754 MOORE SANTA RITA 634865 KIBBE 533756 OF ARIZONA 624005 FICO 623991 FICO 801279 FOOTHILLS 623981 ORO VERDE 624001 FICO 623997 FICO 623987 FICO SPRING VALLEY 623998 FICO 619897 TUCSON 619898 TUCSON 619904 TUCSON 623999 FICO RELITZ 617264 CYPRUS PIMA LEVIS 617261 CYPRUS PIMA 619900 TUCSON 619901 TUCSON 607795 ASARCO 619899 TUCSON 607817 ASARCO 619865 STATE LAND 619896 TUCSON 607813 ASARCO 607814 ASARCO 607818 ASARCO 607800 ASARCO 607799 ASARCO 607812 ASARCO 619893 TUCSON 619905 TUCSON 625704 WATER CO 607801 ASARCO 619894 TUCSON 607811 ASARCO 619895 TUCSON 202883 TUCSON 502181 TUCSON 607803 ASARCO 619888 TUCSON 607804 ASARCO 607805 ASARCO 619878 TUCSON 619875 TUCSON 619882 TUCSON 607807 ASARCO 607806 ASARCO 619876 TUCSON 619877 TUCSON 625703 WATER CO 604337 COUNTY PARKS 607782 ASARCO 635351 SANTA RITA 619887 TUCSON 619879 TUCSON 086528 ANTONICK 632691 IRWIN 801430 SMEDLEY WATER CO-OP 619870 TUCSON 567973 TUCSON 618411 WATER CO USGS USGS 618409 WATER CO 611582 EL PASO 611583 EL PASO 524181 WATER CO 547292 TUCSON TUCSON ARCOR 619880 TUCSON 505580 TUCSON 619885 TUCSON 616008 STATE OF 619884 TUCSON 619903 TUCSON WLOW_FIRST J.N. ROYANNA RANCH GA. MARBLE SANTA RITA RANCH CITY OF CITY OF CITY OF GLADYS AR CITY OF CITY OF CITY OF ARIZONA CITY OF MINING CITY OF CITY OF VAIL CITY OF CITY OF CITY OF CITY OF CITY OF CITY OF CITY OF CITY OF CITY OF CITY OF VAIL PIMA SHRINE OF CITY OF CITY OF CHESTER GW JOHN SUMMIT CITY OF CITY OF E&T E&T NAT GAS CO NAT GAS CO E&T CITY OF CITY OF CITY OF CITY OF CITY OF ARIZONA CITY OF CITY OF SITE_ WATER H U H H U I I U I I I I U I P P U U H U U S P P U U U P P U U U I U U P P U U P U P U P U P U U P U P N U U P P C U H P U H I H H U P P U U P U N P P O U P O P N P P SITE_ USE_1 W U W W U W W U W W W W U W W W O U W U U W W W U U U W W U U U W U U W W U U W U W U W U W U U W U W W U O W W W U W W U W W W W O W W U U W U W W W O O W O W W W W Appendix 2A Stantec - Lee Moore Study Area Hydrogeologic Review, Final Report Appendix 2B. GWSI Wells with 1995-6 Water Levels SITE_ SITE_ WLWA_ WLWA_D WLWA_M SITE_WELL_ UTM_E UTM_N WATER EPTH EASU 320334110572601 504038 3546838 2468 135 1/18/1995 320253110423701 527352 3545611 2682 553 1/17/1995 315042110472301 519896 3523088 4253 272 1/18/1995 325057110474101 519422 3523548 4281 59 1/18/1995 315054110474201 519396 3523456 4289 61 1/18/1995 315749110425301 526957 3536250 3466 141 1/26/1995 315649110430001 526804 3534557 3688 42 1/16/1995 320238110465201 520613 3545164 2618 437 1/16/1995 320243110572201 504144 3545267 2501 107 1/19/1995 320007110570601 504565 3540465 2531 124 1/19/1995 320033110570601 504565 3541265 2538 108 1/19/1995 320100110571501 504565 3542035 2517 121 1/19/1995 320113110573701 504066 3542496 2510 127 1/19/1995 320132110573501 503751 3543081 2507 127 1/19/1995 320147110572801 503987 3543543 2504 121 1/19/1995 320146110572801 503987 3543512 2495 130 1/19/1995 320101110563201 505457 3542128 2506 139 1/19/1995 320033110561901 505798 3541266 2531 124 1/19/1995 320033110563401 505273 3541265 2541 114 1/23/1995 320403110483901 517986 3547653 2574 378 1/19/1995 320020110483401 518313 3540880 2613 400 1/16/1995 315955110555801 506350 3540096 2534 138 1/24/1995 320401110571201 504405 3547669 2485 125 1/27/1995 320016110472901 519704 3540760 2610 464 1/11/1995 320345110492601 516624 3547189 2585 320 1/11/1995 320136110554001 506820 3543206 2508 192 1/9/1995 320203110554001 506819 3544037 2505 179 1/9/1995 320218110563701 505324 3544498 2500 143 1/9/1995 320135110560701 506112 3543175 2503 177 1/9/1995 320325110572001 504274 3546684 2486 106 1/9/1995 320455110573401 503827 3549331 2471 124 1/20/1995 320143110563601 505351 3543421 2504 131 1/9/1995 320428110570501 504588 3548500 2462 138 1/9/1995 320520110573501 503853 3550163 2454 133 1/9/1995 320510110573401 503827 3549701 2474 121 1/9/1995 320402110573701 504012 3547700 2471 129 1/9/1995 320252110571201 504616 3545545 2494 116 1/9/1995 320124110550601 507712 3542837 2508 180 1/9/1995 320430110550801 507655 3548564 2487 186 1/18/1995 320043110522901 511831 3542010 2569 233 1/9/1995 320101110550201 508080 3542129 2514 210 1/9/1995 320106110553401 506978 3542283 2515 185 1/9/1995 320016110553301 507005 3540743 2525 160 1/9/1995 315855110553101 507059 3538249 2553 155 1/9/1995 315857110545501 508004 3538312 2548 177 1/9/1995 320007110522801 512017 3540471 2570 230 1/9/1995 320007110533301 510154 3540469 2539 216 1/9/1995 395909110530701 510917 3538745 2554 228 1/9/1995 315909110520701 512544 3538747 2591 240 1/17/1995 320053110513501 513327 3541919 2580 261 1/9/1995 315728110563901 505381 3535539 2567 137 1/10/1995 315702110565001 504909 3534738 2578 140 1/10/1995 315812110565301 504882 3536739 2566 124 1/10/1995 315849110570001 504881 3537971 2532 143 1/10/1995 315913110565301 504881 3538771 2531 139 1/10/1995 315728110570301 504646 3535569 2556 147 1/10/1995 315651110564201 505224 3534369 2556 165 1/11/1995 315726110570701 504541 3535508 2550 150 1/11/1995 315837110411501 529525 3537735 3537 23 1/16/1995 320335110572701 504038 3546868 2475 105 11/30/1995 320252110504801 514555 3545400 2565 292 1/18/1995 315643110554501 506695 3534185 2579 199 1/13/1995 320342110562001 505768 3547423 2481 169 1/18/1995 315126110473201 519630 3524472 4152 78 1/18/1995 315109110482301 518343 3523947 3918 192 1/13/1995 315130110475201 519209 3524656 4079 76 1/13/1995 315759110510901 513938 3536532 2645 273 1/17/1995 315840110463701 521101 3537807 2639 555 12/1/1995 315940110560801 506088 3539634 2557 119 1/24/1995 315953110490001 507819 3539697 2550 170 1/9/1995 320344110554901 506581 3547147 2488 170 1/18/1995 320402110502801 514997 3547802 2552 315 12/1/1995 320402110502802 514997 3547802 2568 299 12/1/1995 320402110502803 514997 3547802 2592 275 12/1/1995 320429110550701 507682 3548533 2512 161 1/9/1995 GeoSystems Analysis , Inc. 3/6/2007 SITE_ WELL1 086528 504558 510181 523832 524634 532168 533756 604337 607782 607795 607800 607801 607803 607805 607806 607807 607811 607814 607818 611583 616071 617261 618411 619865 619870 619875 619876 619877 619878 619879 619880 619882 619883 619884 619885 619886 619887 619888 619889 619893 619894 619895 619896 619897 619898 619900 619901 619903 619904 619905 623981 623991 623997 623998 623999 624001 624005 624007 629283 632691 633566 634865 801430 804754 805420 WLOW_LAST_ ANTONICK VAIL SCHOOL BIRKHOLZ SALIDO SALIDO MUELLER OF ARIZONA COUNTY PARKS ASARCO ASARCO ASARCO ASARCO ASARCO ASARCO ASARCO ASARCO ASARCO ASARCO ASARCO EL PASO STATE LAND CYPRUS PIMA UTILITY CO STATE LAND TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON TUCSON ORO VERDE FICO FICO FICO FICO FICO FICO FICO WATER CO IRWIN REES KIBBE SMEDLEY MOORE HAWKINS SANTA RITA DESPAIN SPRING VALLEY LEVIS TUCSON WATER CO-OP USGS USGS USGS TUCSON SITE_ WATER H T REUBEN & MARY H RENE H RENE H JOHN H GA. MARBLE U PIMA C U U I U U U U N U U MINING U NAT GAS CO N ARIZONA P S THIM P ARIZONA P CITY OF U CITY OF U CITY OF U CITY OF P CITY OF P CITY OF U CITY OF P CITY OF P CITY OF P CITY OF P CITY OF P CITY OF P CITY OF P CITY OF P CITY OF P CITY OF P CITY OF P CITY OF P CITY OF P CITY OF P CITY OF P CITY OF P CITY OF P CITY OF P CITY OF U CITY OF P RANCH I I I I U I I U SANTA RITA U GW I FRANK U H JOHN H ROYANNA U J.N. H RANCH H LAMAR H U AR U CITY OF U SUMMIT H U U U CITY OF O WLOW_FIRST CHESTER SITE_ USE_1 W W W W W W U W U U W U U U U W U U U W W W W W O U O W W U W W W W W W W W W W W W W W W W W W O W W W W W U W W Z U W U W W U W W W U U U W U U U O Appendix 2B