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Specific Water Well Detail |
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| Location Info | |||
| Owner: Shoffnir, Galen | Status: Constructed | ||
| Location: T11S, R4E, Sec. 31, NW NW NW | County: Dickinson | ||
| Directions: from Upland, 1 mi W on 3400 Ave and 2.5 mi S on Quail | |||
| Latitude: 39.059149 | Longitude: -97.0352934 | Datum NAD 27 | |
| Latitude: 39.0591465 | Longitude: -97.0355857 | 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: 80 ft. | Elevation: ft. | |
| Static Water Level: 0 ft. | Est. Yield: 700 gpm. | |
| Comp. Date: 02-Oct-1995 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Haldeman Well Drilling & Pump Service | License #: 451 | |
| Scanned Form | View scan |
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 55 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 60 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: 60 ft to 80 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement, Bentonite | From: 3 to 5 ft
From: 5 to 25 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| 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 50 ft. | brown clay | |
| From: 50 ft. to 52 ft. | limestone | |
| From: 52 ft. to 55 ft. | brown shale | |
| From: 55 ft. to 72 ft. | limestone | |
| From: 72 ft. to 80 ft. | gray shale | |
