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Specific Water Well Detail |
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| Location Info | |||
| Owner: Paul Gray Homes | Status: Constructed | ||
| Location: T26S, R1W, Sec. 27, NE SW SE NE | County: Sedgwick | ||
| Directions: 5803 W Kollmeyer Court, Wichita | |||
| Latitude: 37.7611872 | Longitude: -97.4109158 | Datum NAD 27 | |
| Latitude: 37.7612 | Longitude: -97.41124 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.7612 | GPS Longitude: -97.41124 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 80 ft. | Elevation: ft. | |
| Static Water Level: 11 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 13-Dec-2021 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Weninger Drilling, LLC | License #: 884 | |
| 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: 13 ft. | ||
| Bore hole diameter: 11.5 inches to 80 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 80 ft | |
| Casing height above land surface: 16 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 | |
| Gravel pack intervals | From: 26 ft to 80 ft | |
| Grout Info | ||
| Grout used: | From: 3 to 26 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: East | Distance: 75 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 10 ft. | clay | |
| From: 10 ft. to 13 ft. | fine sand | |
| From: 13 ft. to 36 ft. | medium sand and gravel (80/20) | |
| From: 36 ft. to 51 ft. | gravel | |
| From: 51 ft. to 53 ft. | clay | |
| From: 53 ft. to 71 ft. | medium sand | |
| From: 71 ft. to 80 ft. | medium sand and gravel (80/20) | |