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Specific Water Well Detail |
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| Location Info | |||
| Owner: Pinkerton, Collin | Status: Constructed | ||
| Location: T27S, R7W, Sec. 29, NE NE SE NW | County: Kingman | ||
| Directions: from Kingman, 0.5 mi N | |||
| Latitude: 37.6712272 | Longitude: -98.1084028 | Datum NAD 27 | |
| Latitude: 37.671244 | Longitude: -98.108747 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.671244 | GPS Longitude: -98.108747 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40 ft. | Elevation: 1603 ft. | |
| Static Water Level: 24 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 03-Feb-2021 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Rosencrantz-Bemis Ent., Inc. | License #: 134 | |
| 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: 24 ft. | ||
| Bore hole diameter: 10 inches to 40 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 40 ft | |
| Casing height above land surface: 18 in
Casing Weight: 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 40 ft | |
| Gravel pack intervals | From: 18 ft to 40 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 10 ft. | brown gray clay | |
| From: 10 ft. to 23 ft. | sand and gravel; fine to small with some medium, clean | |
| From: 23 ft. to 25 ft. | tan clay | |
| From: 25 ft. to 36 ft. | sand and gravel; small, medium, clean | |
| From: 36 ft. to 40 ft. | red bed | |