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Specific Water Well Detail |
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| Location Info | |||
| Owner: Chamberlin, Tracey | Status: Constructed | ||
| Location: T29S, R9W, Sec. 36, NE SE SW NW | County: Kingman | ||
| Directions: from SW 70 Ave and SW 110 St, 4675 feet W to the driveway, then south into the location | |||
| Latitude: 37.4799856 | Longitude: -98.2591938 | Datum NAD 27 | |
| Latitude: 37.480006 | Longitude: -98.259546 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.480006 | GPS Longitude: -98.259546 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 38 ft. | Elevation: ft. | |
| Static Water Level: 18 ft. | Est. Yield: 10 gpm. | |
| Comp. Date: 29-Mar-2022 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: H20 Drilling | 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: 18 ft. | ||
| Bore hole diameter: 9 inches to 38 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 38 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: Mill slot | |
| Screen-perforated intervals | From: 18 ft to 38 ft | |
| Gravel pack intervals | From: 18 ft to 38 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 18 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 8 ft. | small sand | |
| From: 8 ft. to 15 ft. | yellow clay | |
| From: 15 ft. to 25 ft. | very small gravel | |
| From: 25 ft. to 27 ft. | sandstone | |
| From: 27 ft. to 30 ft. | small to medium gravel | |
| From: 30 ft. to 38 ft. | red shale | |