|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Straus, Tim | Status: Constructed | ||
| Location: T9S, R13E, Sec. 28, SW SW SW SE | County: Jackson | ||
| Directions: 260 feet North of NW 102nd Rd 2375 feet West of NW E Rd | |||
| Latitude: 39.2317522 | Longitude: -95.969238 | Datum NAD 27 | |
| Latitude: 39.23175 | Longitude: -95.96951 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.23175 | GPS Longitude: -95.96951 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 60 ft. | Elevation: 967 ft. | |
| Static Water Level: 35 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 25-Jun-2014 | Well Use: Domestic, Lawn and Garden | |
| 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: 50 ft. | ||
| Bore hole diameter: 10 inches to 60 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 60 ft | |
| Casing height above land surface: 24 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: 40 ft to 60 ft | |
| Gravel pack intervals | From: 20 ft to 60 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Sewer lines | ||
| Direction from well: SW | Distance: 250 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | topsoil | |
| From: 1 ft. to 50 ft. | brown clay | |
| From: 50 ft. to 53 ft. | med to big gravel | |
| From: 53 ft. to 60 ft. | gray shale | |