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Specific Water Well Detail |
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| Location Info | |||
| Owner: Mueller, Rod | Status: Constructed | ||
| Location: T23S, R2W, Sec. 24, NW SW NW SW | County: Harvey | ||
| Directions: 816 S Hertzler Rd | |||
| Latitude: 38.0330385 | Longitude: -97.4990091 | Datum NAD 27 | |
| Latitude: 38.03305 | Longitude: -97.49933 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.03305 | GPS Longitude: -97.49933 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 58 ft. | Elevation: 1409 ft. | |
| Static Water Level: 37 ft. | Est. Yield: 9 gpm. | |
| Comp. Date: 10-May-2017 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Miller Drilling | License #: 447 | |
| 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: 49 ft. | ||
| Pump test data: Well water was 56 ft after .5 hours pumping 9 gpm | ||
| Bore hole diameter: 9 inches to 62 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 58 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 48 ft to 58 ft | |
| Gravel pack intervals | From: 23 ft to 35 ft
From: 40 ft to 62 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 3 to 23 ft
From: 35 to 40 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 24 ft. | brown clay | |
| From: 24 ft. to 28 ft. | fine-coarse sand | |
| From: 28 ft. to 49 ft. | brown and gray clay | |
| From: 49 ft. to 57 ft. | fine-medium sand | |
| From: 57 ft. to 62 ft. | rocky gray clay | |