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Specific Water Well Detail |
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| Location Info | |||
| Owner: Wright, Darell L. and Carol J. | Status: Constructed | ||
| Location: T24S, R32W, Sec. 22, SE NE NW | County: Finney | ||
| Directions: 1.5 mi E of Garden City at H&H Trailer Village | |||
| Latitude: 37.9576249 | Longitude: -100.8204882 | Datum NAD 27 | |
| Latitude: 37.9576476 | Longitude: -100.8209259 | 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: 225 ft. | Elevation: ft. | |
| Static Water Level: 39 ft. | Est. Yield: 200 gpm. | |
| Comp. Date: 10-Oct-1991 | Well Use: Public Water Supply | |
| DWR Applic. #: 39606 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Midwest Well & Pump, Inc. | License #: 532 | |
| 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: PVC
Casing Joints: |
Diam: 5 in. to 225 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: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 165 ft to 225 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout, Bentonite | From: 5 to 50 ft
From: 155 to 225 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| 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 5 ft. | brown clay | |
| From: 5 ft. to 41 ft. | coarse sand and gravel | |
| From: 41 ft. to 74 ft. | brown clay | |
| From: 74 ft. to 97 ft. | coarse sand and gravel | |
| From: 97 ft. to 99 ft. | brown clay | |
| From: 99 ft. to 111 ft. | coarse sand and gravel | |
| From: 111 ft. to 167 ft. | brown clay and gypsum | |
| From: 167 ft. to 181 ft. | fine and coarse sand, small gravel | |
| From: 181 ft. to 202 ft. | brown clay | |
| From: 202 ft. to 212 ft. | fine and medium sand | |
| From: 212 ft. to 215 ft. | brown clay | |
| From: 215 ft. to 225 ft. | fine to medium sand with clay streaks | |