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Specific Water Well Detail |
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| Location Info | |||
| Owner: Johnson, Gerald | Status: Constructed | ||
| Location: T23S, R36W, Sec. 30, SE SE NW | County: Kearny | ||
| Directions: from N side of Larkin: 5 mi N on Hwy 25, 2 mi W, 3190' N, 2675' W | |||
| Latitude: 38.0251062 | Longitude: -101.3138293 | Datum NAD 27 | |
| Latitude: 38.0251253 | Longitude: -101.3142758 | 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: 305 ft. | Elevation: ft. | |
| Static Water Level: 238 ft. | Est. Yield: gpm. | |
| Comp. Date: 21-Sep-1998 | Well Use: Irrigation | |
| DWR Applic. #: 24168 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | topsoil | |
| From: 1 ft. to 14 ft. | brown clay | |
| From: 14 ft. to 22 ft. | white clay | |
| From: 22 ft. to 38 ft. | brown sandy clay and stone mixed | |
| From: 38 ft. to 44 ft. | fine to medium sand | |
| From: 44 ft. to 55 ft. | sandstone | |
| From: 55 ft. to 72 ft. | brown clay | |
| From: 72 ft. to 85 ft. | fine to medium sand | |
| From: 85 ft. to 100 ft. | brown sandy clay | |
| From: 100 ft. to 113 ft. | brown clay | |
| From: 113 ft. to 127 ft. | brown clay - small sand strip | |
| From: 127 ft. to 136 ft. | fine to medium sand | |
| From: 136 ft. to 141 ft. | brown clay | |
| From: 141 ft. to 149 ft. | fine to medium sand - 10% clay | |
| From: 149 ft. to 155 ft. | brown clay | |
| From: 155 ft. to 170 ft. | fine to medium sand - loose | |
| From: 170 ft. to 204 ft. | fine to medium sand and gravel - yellow white rock mixed | |
| From: 204 ft. to 209 ft. | brown sandy clay | |
| From: 209 ft. to 228 ft. | fine to medium sand and gravel | |
| From: 228 ft. to 234 ft. | brown sandy clay | |
| From: 234 ft. to 238 ft. | fine to medium sand - loose | |
| From: 238 ft. to 246 ft. | brown sandy clay | |
| From: 246 ft. to 275 ft. | fine to medium sand and gravel, small yellow white rock mixed - loose | |
| From: 275 ft. to 288 ft. | brown sandy clay | |
| From: 288 ft. to 295 ft. | fine to medium sand and gravel, small yellow white rock mixd | |
| From: 295 ft. to 301 ft. | yellow clay | |
| From: 301 ft. to 305 ft. | shale - hard pull down 600 to 1000 | |