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Specific Water Well Detail |
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| Location Info | |||
| Owner: Garden City Co. | Status: Constructed | ||
| Location: T23S, R35W, Sec. 31, SE SE SE | County: Kearny | ||
| Directions: from Finney-Kearny border: 1 mi W on Hwy 50, 3 mi W on gravel, 1 mi N, .75 mi W, 1.25 mi S | |||
| Latitude: 38.0034686 | Longitude: -101.1952622 | Datum NAD 27 | |
| Latitude: 38.0034896 | Longitude: -101.1957085 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 223 ft. | Elevation: ft. | |
| Static Water Level: 60 ft. | Est. Yield: 2000 gpm. | |
| Comp. Date: 21-Dec-1983 | Well Use: Irrigation | |
| DWR Applic. #: 28219 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Resources Mid Continent, Inc. | License #: 145 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 60 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 100 ft after 1 hours pumping 1037 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 223 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 220 ft to 170 ft
From: 159 ft to 129 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 10 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 8 ft. | sandy clay silt | |
| From: 8 ft. to 26 ft. | brown clay | |
| From: 26 ft. to 69 ft. | brown sandy clay, caliche, and few fine sand streaks | |
| From: 69 ft. to 79 ft. | fine to medium sand, few coarse, and clay streaks | |
| From: 79 ft. to 80 ft. | clay | |
| From: 80 ft. to 89 ft. | fine to medium coarse sand with small gravel and white rock | |
| From: 89 ft. to 97 ft. | brown clay | |
| From: 97 ft. to 105 ft. | fine to medium sand, some coarse | |
| From: 105 ft. to 107 ft. | brown clay | |
| From: 107 ft. to 120 ft. | fine to medium coarse sand with small gravel and small white rock | |
| From: 120 ft. to 140 ft. | fine to medium sand, few coarse, and small gravel | |
| From: 140 ft. to 159 ft. | fine to medium coarse sand with small gravel and white rock | |
| From: 159 ft. to 169 ft. | brown sandy clay and few fine sand streaks | |
| From: 169 ft. to 200 ft. | fine to medium coarse sand, small to medium gravel, and white rock | |
| From: 200 ft. to 220 ft. | fine to medium coarse sand, small to medium gravel, and white and tan rock, loose | |
| From: 220 ft. to 226 ft. | yellow soapstone | |
| From: 226 ft. to 230 ft. | weathered shale | |