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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kleysteuber, Dennis | Status: Constructed | ||
| Location: T26S, R31W, Sec. 22, SE NW SE | County: Finney | ||
| Directions: from Pierceville, 11.75 mi S and 0.25 mi W | |||
| Latitude: 37.770296 | Longitude: -100.6936623 | Datum NAD 27 | |
| Latitude: 37.7703194 | Longitude: -100.6940973 | 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: 370 ft. | Elevation: ft. | |
| Static Water Level: 106 ft. | Est. Yield: 1325 gpm. | |
| Comp. Date: 19-Jun-1976 | 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: MW Drilling | License #: 208 | |
| Scanned Form | ||
| View form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
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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: 130 ft to 370 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 5 ft. | fine sand | |
| From: 5 ft. to 50 ft. | brown sandy clay | |
| From: 50 ft. to 64 ft. | brown and white sandy clay | |
| From: 64 ft. to 119 ft. | fine to medium sand and gravel (loose) | |
| From: 119 ft. to 130 ft. | medium to coarse gravel (loose) | |
| From: 130 ft. to 141 ft. | fine to medium sand and gravel, streaks of clay (15%) | |
| From: 141 ft. to 160 ft. | fine to medium sand and gravel (loose) | |
| From: 160 ft. to 168 ft. | fine to medium sand and gravel, streaks of clay (10%) | |
| From: 168 ft. to 200 ft. | brown sandy clay | |
| From: 200 ft. to 210 ft. | fine to medium sand (tight) | |
| From: 210 ft. to 229 ft. | fine to medium sand and gravel, streaks of clay (10%) | |
| From: 229 ft. to 240 ft. | fine to medium sand (loose) | |
| From: 240 ft. to 245 ft. | brown sandy clay | |
| From: 245 ft. to 262 ft. | fine to medium sand and fine gravel (loose) | |
| From: 262 ft. to 290 ft. | fine to medium sand (loose) | |
| From: 290 ft. to 301 ft. | brown sandy clay | |
| From: 301 ft. to 334 ft. | brown clay (tight) | |
| From: 334 ft. to 370 ft. | fine to medium sand and gravel (loose) | |
| From: 370 ft. to 395 ft. | brown sandy clay | |
| From: 395 ft. to 400 ft. | brown and yellow clay | |
| From: 400 ft. to 403 ft. | shale | |