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Specific Water Well Detail |
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Location Info | |||
Owner: Irvine, Mary Beth | Status: Constructed | ||
Location: T10S, R8E, Sec. 5, SE SE SW NW | County: Riley | ||
Directions: 2606 Casement, Manhattan | |||
Latitude: 39.2118131 | Longitude: -96.5531307 | Datum NAD 27 | |
Latitude: 39.211811 | Longitude: -96.553415 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.211811 | GPS Longitude: -96.553415 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 46 ft. | Elevation: 1027 ft. | |
Static Water Level: 30 ft. | Est. Yield: 30 gpm. | |
Comp. Date: 08-Mar-2018 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Associated Drilling, Inc. | License #: 760 |
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. |
Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
Ground water encountered: 43 ft. | ||
Bore hole diameter: 10 inches to 46 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 46 ft | |
Casing height above land surface: 24 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: 36 ft to 46 ft | |
Gravel pack intervals | From: 23 ft to 46 ft |
Grout Info | ||
Grout used: | From: 0 to 23 ft |
Source of Possible Contamination | ||
Source: Building | ||
Direction from well: SE | Distance: 50 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 21 ft. | tan clay | |
From: 21 ft. to 30 ft. | sand clay | |
From: 30 ft. to 33 ft. | gray clay | |
From: 33 ft. to 42 ft. | medium gray sand | |
From: 42 ft. to 43 ft. | clay layer | |
From: 43 ft. to 46 ft. | gray coarse sand |