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Specific Water Well Detail |
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| Location Info | |||
| Owner: USD 457 | Status: Constructed | ||
| Location: T24S, R33W, Sec. 12, NW NW SE | County: Finney | ||
| Directions: NW of Garden City on Conard St, 3 blocks N, 200' W, 200' S | |||
| Latitude: 37.9813189 | Longitude: -100.8910089 | Datum NAD 27 | |
| Latitude: 37.9813421 | Longitude: -100.8914492 | 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: 245 ft. | Elevation: ft. | |
| Static Water Level: 53 ft. | Est. Yield: 400 gpm. | |
| Comp. Date: 20-Sep-1985 | Well Use: Air Conditioning | |
| DWR Applic. #: 37712 | Other ID: | |
| 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 70 ft after 12 hours pumping 400 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 0 in. to 21 ft
Diam: 0 in. to 26 ft Diam: 0 in. to 105 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Stainless Steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 21 ft to 26 ft
From: 95 ft to 105 ft From: 165 ft to 205 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement | From: 4 to 24 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| 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 10 ft. | fine sand (loose) | |
| From: 10 ft. to 31 ft. | fine to medium sand and gravel (loose) | |
| From: 31 ft. to 50 ft. | brown sandy clay | |
| From: 50 ft. to 67 ft. | brown and gray clay mixed | |
| From: 67 ft. to 98 ft. | blue clay | |
| From: 98 ft. to 109 ft. | gray white clay mixed | |
| From: 109 ft. to 133 ft. | gray white clay (small strip of rock mixed) | |
| From: 133 ft. to 139 ft. | fine sand | |
| From: 139 ft. to 156 ft. | brown sandy clay and small white rock mixed | |
| From: 156 ft. to 164 ft. | fine to medium sand and gravel | |
| From: 164 ft. to 168 ft. | brown sandy clay | |
| From: 168 ft. to 182 ft. | fine to medium sand and gravel | |
| From: 182 ft. to 210 ft. | fine to medium sand and gravel (loose) | |
| From: 210 ft. to 221 ft. | brown sandy clay | |
| From: 221 ft. to 233 ft. | fine to medium sand and gravel | |
| From: 233 ft. to 245 ft. | fine to medium sand and gravel (few small strips of clay) | |
| From: 245 ft. to 271 ft. | brown sandy clay | |
| From: 271 ft. to 275 ft. | fine sand | |
| From: 275 ft. to 288 ft. | fine to medium sand | |
| From: 288 ft. to 307 ft. | brown sandy clay | |
| From: 307 ft. to 312 ft. | fine to medium sand | |
| From: 312 ft. to 319 ft. | brown sandy clay | |
| From: 319 ft. to 331 ft. | fine to medium sand (clay streak mixed) | |
| From: 331 ft. to 335 ft. | yellow clay | |
| From: 335 ft. to 340 ft. | shale (hard) | |