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Specific Water Well Detail |
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| Location Info | |||
| Owner: Diehl, Paul | Status: Constructed | ||
| Location: T24S, R32W, Sec. 3, NW NW NW | County: Finney | ||
| Directions: from HWY 156 and Jennie Barker Rd: .9 mi N, E side | |||
| Latitude: 38.0029026 | Longitude: -100.8275869 | Datum NAD 27 | |
| Latitude: 38.002925 | Longitude: -100.8280243 | 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: 254 ft. | Elevation: ft. | |
| Static Water Level: 76 ft. | Est. Yield: gpm. | |
| Comp. Date: 04-Aug-1983 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Lawrence Jonagan Drilling Co. | 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 234 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: 234 ft to 254 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: 0 to 0 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 7 ft. | top soil | |
| From: 7 ft. to 15 ft. | brown sandy clay | |
| From: 15 ft. to 24 ft. | fine to medium sand and gravel | |
| From: 24 ft. to 36 ft. | white rock | |
| From: 36 ft. to 60 ft. | brown sandy clay | |
| From: 60 ft. to 109 ft. | fine to medium sand | |
| From: 109 ft. to 133 ft. | brown sandy clay | |
| From: 133 ft. to 135 ft. | hard rock | |
| From: 135 ft. to 180 ft. | brown sandy clay | |
| From: 180 ft. to 193 ft. | brown clay | |
| From: 193 ft. to 204 ft. | fine sand | |
| From: 204 ft. to 220 ft. | fine to medium sand and gravel | |
| From: 220 ft. to 230 ft. | brown sandy clay | |
| From: 230 ft. to 250 ft. | fine to medium sand and gravel | |