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Specific Water Well Detail |
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| Location Info | |||
| Owner: Perry, Sheila | Status: Constructed | ||
| Location: T32S, R5W, Sec. 21, SW NE NE NE | County: Harper | ||
| Directions: from NE 100 Ave and NE 70 Rd, 660 ft S to the driveway on the West side of the road; 630 feet W | |||
| Latitude: 37.2540961 | Longitude: -97.8592844 | Datum NAD 27 | |
| Latitude: 37.254117 | Longitude: -97.859619 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.254117 | GPS Longitude: -97.859619 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 80 ft. | Elevation: 1289 ft. | |
| Static Water Level: 10 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 14-Jun-2019 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: H2O Drilling LLC | License #: 860 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 40 ft. , 50 ft. | ||
| Pump test data: Well water was 20 ft after 4 hours pumping 20 gpm | ||
| Bore hole diameter: 9 inches to 80 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 80 ft | |
| Casing height above land surface: 24 in
Casing Weight: 160 lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 20 ft to 80 ft | |
| Gravel pack intervals | From: 20 ft to 80 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 5 ft. | medium sand | |
| From: 5 ft. to 10 ft. | blue shale | |
| From: 10 ft. to 20 ft. | red and blue shale | |
| From: 20 ft. to 30 ft. | blue shale | |
| From: 30 ft. to 80 ft. | red shale | |