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Specific Water Well Detail |
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| Location Info | |||
| Owner: Timmons, Mrs. Paul | Status: Constructed | ||
| Location: T31S, R38W, Sec. 17, NW SE NE | County: Stevens | ||
| Directions: from Jct. Hwy 160-25 in Ulysses, 5 mi W, 13 mi S, 0.8 mi W, 2 mi S, and 0.5 mi W | |||
| Latitude: 37.3545973 | Longitude: -101.4690459 | Datum NAD 27 | |
| Latitude: 37.3546201 | Longitude: -101.4694856 | 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: 411 ft. | Elevation: ft. | |
| Static Water Level: 186 ft. | Est. Yield: 1250 gpm. | |
| Comp. Date: 17-Jun-1977 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Gerald Houck Bros. Drilling Co. | License #: 164 | |
| 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?: No | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 298 ft after 24 hours pumping 1120 gpm | ||
| Bore hole diameter: 27 inches to 411 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 229.1 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: 14 in
Casing Weight: 36.8 lbs/ft Wall thickness or gauge no.: .219 | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: | |
| Screen-perforated intervals | From: 229 ft to 391 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement | From: 0 to 10 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: field | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | surface | |
| From: 2 ft. to 48 ft. | brown sandy clay | |
| From: 48 ft. to 78 ft. | fine to coarse sand and gravel with clay breakers | |
| From: 78 ft. to 95 ft. | brown sandy clay, sandrock strips | |
| From: 95 ft. to 104 ft. | brown sandy clay, fine to coarse sand strips | |
| From: 104 ft. to 121 ft. | brown sandy clay, lime shells with strips of sandrock and gravel | |
| From: 121 ft. to 138 ft. | very fine to medium coarse sand, lime shells with clay breakers | |
| From: 174 ft. to 182 ft. | brown clay | |
| From: 182 ft. to 201 ft. | brown sandy clay with lime shells | |
| From: 201 ft. to 212 ft. | brown sandy clay, fine to coarse sand strips | |
| From: 212 ft. to 226 ft. | brown sandy clay | |
| From: 226 ft. to 268 ft. | fine to coarse sand, small clay breakers | |
| From: 268 ft. to 283 ft. | brown sandy clay | |
| From: 283 ft. to 321 ft. | brown sandy clay, embedded sand strips | |
| From: 321 ft. to 375 ft. | fine to coarse sand with clay breakers | |
| From: 375 ft. to 406 ft. | medium sand and gravel | |
| From: 406 ft. to 410 ft. | lime shells, yellow chalk, tight sand strips | |