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Specific Water Well Detail |
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| Location Info | |||
| Owner: Rexford, Alva | Status: Constructed | ||
| Location: T30S, R31W, Sec. 23, NW SE SE | County: Haskell | ||
| Directions: from S edge of Sublette: 9.5 mi E, 3 mi S, .5 mi W, .75 mi S | |||
| Latitude: 37.419359 | Longitude: -100.6737942 | Datum NAD 27 | |
| Latitude: 37.4193821 | Longitude: -100.6742282 | 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: 425 ft. | Elevation: ft. | |
| Static Water Level: 198 ft. | Est. Yield: 1300 gpm. | |
| Comp. Date: 28-Sep-1975 | 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: 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?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: 0 in. to 0 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: | Screen Openings: | |
| Screen-perforated intervals | From: 300 ft to 425 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 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 1 ft. | top soil | |
| From: 1 ft. to 35 ft. | brown sandy clay | |
| From: 35 ft. to 47 ft. | fine sand | |
| From: 47 ft. to 51 ft. | brown sandy clay | |
| From: 51 ft. to 79 ft. | fine to medium sand | |
| From: 79 ft. to 102 ft. | brown sandy clay | |
| From: 102 ft. to 127 ft. | fine to medium sand and gravel (streaks of clay 10%) | |
| From: 127 ft. to 212 ft. | fine to medium sand and gravel (loose) | |
| From: 212 ft. to 220 ft. | fine to medium sand and gravel (streaks of clay 10%) | |
| From: 220 ft. to 223 ft. | brown clay | |
| From: 223 ft. to 232 ft. | fine to medium sand and gravel (streaks of clay 10%) | |
| From: 232 ft. to 308 ft. | fine to medium sand and gravel (loose) | |
| From: 308 ft. to 340 ft. | fine to medium sand and gravel (streaks of clay 10%) | |
| From: 340 ft. to 365 ft. | fine to medium sand and gravel (loose) | |
| From: 365 ft. to 390 ft. | fine to medium sand and clay mixture (tight) | |
| From: 390 ft. to 425 ft. | fine to medium sand and gravel (loose) | |
| From: 425 ft. to 440 ft. | fine to medium sand mixed with clay (tight) | |
| From: 440 ft. to 480 ft. | fine sand mixed with clay (tight) | |
| From: 480 ft. to 490 ft. | fine sand, streaks of clay (30%) (tight) | |
| From: 490 ft. to 515 ft. | gray, brown, streaks of yellow clay (tight) | |