Specific Water Well Detail | ||
Location Info | |||
Owner: Verbeek, Pauline | Status: Constructed | ||
Location: T10S, R22E, Sec. 16, NW SE SE NE | County: Leavenworth | ||
Directions: From Fairmont Rd and 163rd Rd, 0.5 mi S; 22403 163rd St, Basehor | |||
Latitude: 39.1811274 | Longitude: -94.958157 | Datum NAD 27 | |
Latitude: 39.181131 | Longitude: -94.958401 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.181131 | GPS Longitude: -94.958401 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 135 ft. | Elevation: 930 ft. | |
Static Water Level: 51 ft. | Est. Yield: 30 gpm. | |
Comp. Date: 06-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: 49 ft. | ||
Bore hole diameter: 10 inches to 135 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 135 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: Mill slot | |
Screen-perforated intervals | From: 95 ft to 135 ft | |
Gravel pack intervals | From: 24 ft to 135 ft |
Grout Info | ||
Grout used: | From: 0 to 24 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 8 ft. | clay | |
From: 8 ft. to 14 ft. | yellow clay | |
From: 14 ft. to 24 ft. | fine sand | |
From: 24 ft. to 30 ft. | small gravel | |
From: 30 ft. to 35 ft. | clay and gravel | |
From: 35 ft. to 42 ft. | blue clay | |
From: 42 ft. to 44 ft. | tan clay | |
From: 44 ft. to 49 ft. | brown clay | |
From: 49 ft. to 133 ft. | sandstone | |
From: 133 ft. to 135 ft. | limestone |