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Specific Water Well Detail |
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| Location Info | |||
| Owner: Society of the Precious Blood | Status: Constructed | ||
| Location: T27S, R32W, Sec. 10, SW SW NW | County: Haskell | ||
| Directions: from Garden City: 18 mi S, 3 mi E, .5 mi N | |||
| Latitude: 37.7158105 | Longitude: -100.8145397 | Datum NAD 27 | |
| Latitude: 37.7158345 | Longitude: -100.8149793 | 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: 350 ft. | Elevation: ft. | |
| Static Water Level: 145 ft. | Est. Yield: 1700 gpm. | |
| Comp. Date: 30-Aug-1980 | Well Use: Irrigation | |
| DWR Applic. #: | 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?: 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: 180 ft to 350 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 2 ft. | top soil | |
| From: 2 ft. to 9 ft. | brown clay | |
| From: 9 ft. to 38 ft. | fine sand tight | |
| From: 38 ft. to 82 ft. | fine to medium sand and gravel loose | |
| From: 82 ft. to 100 ft. | brown sandy clay | |
| From: 100 ft. to 110 ft. | fine to medium sand and gravel 20% clay | |
| From: 110 ft. to 197 ft. | fine to medium sand and gravel 10% clay | |
| From: 197 ft. to 228 ft. | brown sandy clay small gravel streak | |
| From: 228 ft. to 259 ft. | fine to medium sand and gravel clay streak | |
| From: 259 ft. to 268 ft. | brown sandy clay tight | |
| From: 268 ft. to 295 ft. | fine to medium sand and gravel streak of coarse gravel loose | |
| From: 295 ft. to 307 ft. | fine to medium sand and gravel streak of coarse gravel and strip of cemented sandstone | |
| From: 307 ft. to 340 ft. | fine to medium sand and gravel loose | |
| From: 340 ft. to 348 ft. | fine to medium sand and gravel 15% clay tight | |
| From: 348 ft. to 443 ft. | brown sandy clay | |
| From: 443 ft. to 448 ft. | brown yellow clay brown rock hard pull | |
| From: 448 ft. to 455 ft. | shale hard pull down | |