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Specific Water Well Detail |
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| Location Info | |||
| Owner: Dreiling, John | Status: Constructed | ||
| Location: T24S, R32W, Sec. 3, SW NW NW | County: Finney | ||
| Directions: 1 mi N on Jennie Barker Rd from HWY 156, E side | |||
| Latitude: 38.0010892 | Longitude: -100.8275436 | Datum NAD 27 | |
| Latitude: 38.0011117 | Longitude: -100.827981 | 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: 231 ft. | Elevation: ft. | |
| Static Water Level: 67 ft. | Est. Yield: gpm. | |
| Comp. Date: 10-Feb-1984 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Jonagan Water Well Service LLC | License #: 172 | |
| 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 211 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: Mill slot | |
| Screen-perforated intervals | From: 211 ft to 231 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 | From: 3 to 20 ft
From: 0 to 0 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 6 ft. | top soil | |
| From: 6 ft. to 49 ft. | brown sandy clay | |
| From: 49 ft. to 55 ft. | fine to medium sand and gravel | |
| From: 55 ft. to 60 ft. | brown sandy clay | |
| From: 60 ft. to 70 ft. | fine to medium sand and gravel | |
| From: 70 ft. to 72 ft. | hard rock | |
| From: 72 ft. to 78 ft. | fine to medium sand and gravel | |
| From: 78 ft. to 80 ft. | hard rock | |
| From: 80 ft. to 147 ft. | fine to medium sand and gravel | |
| From: 147 ft. to 155 ft. | brown sandy clay | |
| From: 155 ft. to 158 ft. | hard rock | |
| From: 158 ft. to 160 ft. | brown sandy clay | |
| From: 160 ft. to 170 ft. | yellow and gray clay | |
| From: 170 ft. to 174 ft. | fine to medium sand | |
| From: 174 ft. to 185 ft. | yellow and gray clay | |
| From: 185 ft. to 194 ft. | fine to medium sand | |
| From: 194 ft. to 208 ft. | brown clay | |
| From: 208 ft. to 227 ft. | fine to medium sand | |
| From: 227 ft. to ft. | hard rock | |