Specific Water Well Detail | ||
Location Info | |||
Owner: O'Connor, Karen | Status: Constructed | ||
Location: T10S, R22E, Sec. 15, SW SW SE | County: Leavenworth | ||
Directions: 15782 Hollingsworth Rd, Basehor | |||
Latitude: 39.1726 | Longitude: -94.94494 | Datum NAD 27 | |
Latitude: 39.1726002 | Longitude: -94.9451813 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.1726 | GPS Longitude: -94.94494 | Datum NAD27 | |
View well on interactive map |
General Info | ||
Well Depth: 76 ft. | Elevation: 977 ft. | |
Static Water Level: 35 ft. | Est. Yield: 15 gpm. | |
Comp. Date: 10-Dec-2022 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Digger Jim | License #: 899 |
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?:
Water Well disinfected?: | ||
Casing Info | ||
Casing Type: ThermalPlastic
Casing Joints: Glued |
Diam: 5 in. to 76 ft | |
Casing height above land surface: 288 in
Casing Weight: 40 lbs/ft Wall thickness or gauge no.: 40 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 56 ft to 76 ft | |
Gravel pack intervals | From: 45 ft to 76 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 45 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 1 ft. | medium silty top soil, dark black, dry, firm, not cemented, no staining | |
From: 1 ft. to 3 ft. | fine to medium clay, light tan, dry, loose, not cemented, no staining | |
From: 3 ft. to 12 ft. | coarse clay, light tan, slightly moist, soft, not cemented, no staining | |
From: 12 ft. to 52 ft. | fine sand, very light tan, moist, loose, not cemented, no staining | |
From: 52 ft. to 76 ft. | coarse sand and gravel, light tan, saturated, soft, not cemented, no staining |