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Specific Water Well Detail |
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| Location Info | |||
| Owner: USD 457 | Status: Constructed | ||
| Location: T24S, R32W, Sec. 5, NW SE SE | County: Finney | ||
| Directions: Labrador Blvd and Pearly Jane Ave, block 14, Garden City | |||
| Latitude: 37.9921373 | Longitude: -100.8502962 | Datum NAD 27 | |
| Latitude: 37.9921601 | Longitude: -100.8507348 | 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: 300 ft. | Elevation: ft. | |
| Static Water Level: 95 ft. | Est. Yield: gpm. | |
| Comp. Date: 15-Jun-1981 | Well Use: Air Conditioning | |
| DWR Applic. #: 34234 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Res. Mid Continent #145 | License #: 145 | |
| 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: 155 ft to 162 ft
From: 205 ft to 214 ft From: 292 ft to 298 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 19 ft. | brown clay | |
| From: 19 ft. to 23 ft. | fine to medium sand and gravel (loose) | |
| From: 23 ft. to 62 ft. | brown clay | |
| From: 62 ft. to 84 ft. | fine to medium sand and gravel (loose) | |
| From: 84 ft. to 105 ft. | brown clay and white rock (tight) (hard streaks) | |
| From: 105 ft. to 120 ft. | fine to medium sand and gravel (loose) (small hard streaks) | |
| From: 120 ft. to 134 ft. | brown clay | |
| From: 134 ft. to 143 ft. | fine to medium sand and gravel (loose) | |
| From: 143 ft. to 163 ft. | brown sandy clay 30% gravel (loose) | |
| From: 163 ft. to 178 ft. | fine to medium sand and gravel (loose) | |
| From: 178 ft. to 203 ft. | brown clay | |
| From: 203 ft. to 217 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 217 ft. to 239 ft. | brown sandy clay | |
| From: 239 ft. to 247 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 247 ft. to 254 ft. | brown clay | |
| From: 254 ft. to 264 ft. | fine to medium sand and gravel (loose) | |
| From: 264 ft. to 272 ft. | brown clay | |
| From: 272 ft. to 281 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 281 ft. to 290 ft. | brown sandy clay | |
| From: 290 ft. to 300 ft. | fine to medium sand and gravel with white rock (loose) | |
| From: 300 ft. to 316 ft. | brown clay | |
| From: 316 ft. to 325 ft. | yellow and gray clay (tight) | |
| From: 325 ft. to 330 ft. | shale hard | |