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Specific Water Well Detail |
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| Location Info | |||
| Owner: Schreibvogel, Rich | Status: Constructed | ||
| Location: T24S, R32W, Sec. 11, SE SW SW | County: Finney | ||
| Directions: 2 mi E of Garden City, lot 8 block 2 N 1 of 6 pm, Terrace Estates | |||
| Latitude: 37.9756003 | Longitude: -100.8066789 | Datum NAD 27 | |
| Latitude: 37.9756228 | Longitude: -100.8071158 | 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: 268 ft. | Elevation: ft. | |
| Static Water Level: 76 ft. | Est. Yield: 100 gpm. | |
| Comp. Date: 10-Oct-1988 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Midwest Well & Pump | License #: 449 | |
| 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 268 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: 248 ft to 268 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 20 ft
From: 240 to 248 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 21 ft. | brown clay | |
| From: 21 ft. to 27 ft. | coarse sand and gravel | |
| From: 27 ft. to 48 ft. | gray clay and gypsum | |
| From: 48 ft. to 54 ft. | fine and coarse sand | |
| From: 54 ft. to 61 ft. | brown clay and gypsum | |
| From: 61 ft. to 76 ft. | coarse sand and gravel | |
| From: 76 ft. to 86 ft. | brown clay | |
| From: 86 ft. to 133 ft. | fine sand | |
| From: 133 ft. to 161 ft. | brown clay | |
| From: 161 ft. to 181 ft. | fine sand | |
| From: 181 ft. to 197 ft. | brown clay | |
| From: 197 ft. to 208 ft. | fine and coarse sand | |
| From: 208 ft. to 222 ft. | brown clay | |
| From: 222 ft. to 226 ft. | fine sand | |
| From: 226 ft. to 252 ft. | brown clay | |
| From: 252 ft. to 268 ft. | fine sand | |