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Specific Water Well Detail |
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| Location Info | |||
| Owner: Burton, E. W. | Status: Constructed | ||
| Location: T30S, R29W, Sec. 31, NW SW NE | County: Meade | ||
| Directions: from Plains: 8.75 mi N, 2.5 mi E | |||
| Latitude: 37.3973401 | Longitude: -100.5327499 | Datum NAD 27 | |
| Latitude: 37.3973633 | Longitude: -100.5331795 | 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: 408 ft. | Elevation: ft. | |
| Static Water Level: 188 ft. | Est. Yield: 1750 gpm. | |
| Comp. Date: 22-May-1990 | Well Use: Irrigation | |
| DWR Applic. #: 9664 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Henkle Drilling & Supply Co. 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: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 271 ft after 4 hours pumping 1770 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 408 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: 265 ft to 405 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | topsoil | |
| From: 2 ft. to 8 ft. | brown sandy clay | |
| From: 8 ft. to 41 ft. | brown sandy clay and caliche some clay mixed in | |
| From: 41 ft. to 55 ft. | sand fine to medium and sandy clay streaks (drilled a little loose) | |
| From: 55 ft. to 61 ft. | cemented sand and a few sand streaks | |
| From: 61 ft. to 72 ft. | brown sandy clay | |
| From: 72 ft. to 95 ft. | sand fine to medium coarse small to large gravel | |
| From: 95 ft. to 121 ft. | sand fine to medium coarse small to large (use water) | |
| From: 121 ft. to 124 ft. | brown clay | |
| From: 124 ft. to 128 ft. | sand fine to medium coarse small gravel | |
| From: 128 ft. to 131 ft. | light brown and gray clay | |
| From: 131 ft. to 151 ft. | sand fine to medium coarse small gravel | |
| From: 151 ft. to 157 ft. | brown and gray clay | |
| From: 157 ft. to 197 ft. | sand fine to medium coarse small to medium gravel and very few clay streaks | |
| From: 197 ft. to 210 ft. | gray clay | |
| From: 210 ft. to 250 ft. | sand fine to small (loose in places) | |
| From: 250 ft. to 265 ft. | gray clay | |
| From: 265 ft. to 280 ft. | sand fine to medium coarse small gravel to medium (little loose) used water | |
| From: 280 ft. to 285 ft. | light brown clay and sand | |
| From: 285 ft. to 320 ft. | sand fine to medium coarse small to medium gravel (used water) | |
| From: 320 ft. to 340 ft. | sand fine to medium coarse small gravel | |
| From: 340 ft. to 360 ft. | sand fine to medium coarse small to medium gravel (used water) | |
| From: 360 ft. to 405 ft. | brown sandy clay and sand mixed | |
| From: 405 ft. to 450 ft. | brown clay and limerock streaks (a little sticky) start mudding off thinned down | |
| From: 450 ft. to 480 ft. | sand fine to small few clay and limerock streaks | |
| From: 480 ft. to 497 ft. | brown clay and few fine sand streaks | |
| From: 497 ft. to 505 ft. | red bed | |