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Specific Water Well Detail |
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| Location Info | |||
| Owner: Burton, E. W. | Status: Constructed | ||
| Location: T30S, R29W, Sec. 32, SW SW SW | County: Meade | ||
| Directions: from Sublette: 13 mi E, 4 mi S, 4 mi E, 1.75 mi S | |||
| Latitude: 37.3881834 | Longitude: -100.5237127 | Datum NAD 27 | |
| Latitude: 37.3882066 | Longitude: -100.524142 | 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: 410 ft. | Elevation: ft. | |
| Static Water Level: 167 ft. | Est. Yield: 1800 gpm. | |
| Comp. Date: 28-May-1984 | Well Use: Irrigation | |
| DWR Applic. #: 37115 | 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: 167 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 183 ft after 1 hours pumping 761 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 410 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: Wire wrapped | |
| Screen-perforated intervals | From: 265 ft to 305 ft
From: 372 ft to 382 ft From: 305 ft to 365 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: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | topsoil | |
| From: 2 ft. to 40 ft. | brown sandy clay and caliche | |
| From: 40 ft. to 51 ft. | sand fine to medium coarse cemented in places | |
| From: 51 ft. to 78 ft. | brown sandy clay and caliche | |
| From: 78 ft. to 133 ft. | sand fine to medium coarse small to large gravel | |
| From: 133 ft. to 141 ft. | brown and yellow clay | |
| From: 141 ft. to 166 ft. | sand fine to medium coarse small gravel | |
| From: 166 ft. to 180 ft. | sand fine to medium coarse cemented hard | |
| From: 180 ft. to 186 ft. | sand fine to medium coarse | |
| From: 186 ft. to 191 ft. | brown sandy clay | |
| From: 191 ft. to 365 ft. | sand fine to medium coarse small to medium gravel very loose in places used water | |
| From: 365 ft. to 375 ft. | brown sandy clay limerock | |
| From: 375 ft. to 380 ft. | sand fine to medium coarse small gravel | |
| From: 380 ft. to 390 ft. | brown sandy clay | |
| From: 390 ft. to 407 ft. | sand fine to medium coarse small | |
| From: 407 ft. to 416 ft. | limerock | |
| From: 416 ft. to 436 ft. | brown sandy clay and lime rock streaks | |
| From: 436 ft. to 460 ft. | brown clay | |
| From: 460 ft. to 485 ft. | brown clay and few fine sand streaks | |
| From: 485 ft. to 490 ft. | soapstone | |
| From: 490 ft. to 500 ft. | red bed | |