Specific Water Well Detail | ||
Location Info | |||
Owner: Hobbs, Ryne | Status: Constructed | ||
Location: T13S, R4W, Sec. 30, NE NE SW | County: Saline | ||
Directions: 9103 W Healy Rd, Brookville | |||
Latitude: 38.8925425 | Longitude: -97.808406 | Datum NAD 27 | |
Latitude: 38.892548 | Longitude: -97.808727 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.892548 | GPS Longitude: -97.808727 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 100 ft. | Elevation: 1323 ft. | |
Static Water Level: 25 ft. | Est. Yield: 1 gpm. | |
Comp. Date: 06-Apr-2023 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Associated Drilling, Inc. #990 | License #: 990 |
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: 6 in. to 20 ft
Diam: 6 in. to 100 ft | |
Casing height above land surface: 288 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 20 ft to 40 ft | |
Gravel pack intervals | From: 20 ft to 100 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: Other (please specify) | ||
Direction from well: SE | Distance: 70 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 20 ft. | sandy clay | |
From: 20 ft. to 25 ft. | fine sand | |
From: 25 ft. to 30 ft. | medium to coarse sand and gravel | |
From: 30 ft. to 41 ft. | shale, unweathered, gray | |
From: 41 ft. to 43 ft. | limestone, unweathered | |
From: 43 ft. to 86 ft. | shale, unweathered, gray | |
From: 86 ft. to 90 ft. | shale, unweathered, red | |
From: 90 ft. to 100 ft. | shale, unweathered, gray |