Specific Water Well Detail | ||
Location Info | |||
Owner: Schmidt, Jim | Status: Constructed | ||
Location: T10S, R7E, Sec. 29, SW SW NW NE | County: Riley | ||
Directions: 7331 McDowell Creek Rd, Manhattan | |||
Latitude: 39.1575845 | Longitude: -96.6719459 | Datum NAD 27 | |
Latitude: 39.157584 | Longitude: -96.672233 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.157584 | GPS Longitude: -96.672233 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 69 ft. | Elevation: ft. | |
Static Water Level: 16 ft. | Est. Yield: 525 gpm. | |
Comp. Date: 18-Jan-2022 | Well Use: Irrigation | |
DWR Applic. #: 50351 | Other ID: |
Links | |
No Wizard information available. | |
View info from WIMAS Water Right Data base... |
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: 40 ft. | ||
Bore hole diameter: 14 inches to 69 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 10 in. to 69 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: 37 ft to 64 ft | |
Gravel pack intervals | From: 20 ft to 69 ft |
Grout Info | ||
Grout used: | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 7 ft. | top soil | |
From: 7 ft. to 40 ft. | brown sandy clay | |
From: 40 ft. to 44 ft. | gravel, angular | |
From: 44 ft. to 50 ft. | medium sand | |
From: 50 ft. to 63 ft. | medium to coarse sand and trace gravel | |
From: 63 ft. to 64 ft. | limestone | |
From: 64 ft. to 69 ft. | gray shale |