Specific Water Well Detail | ||
Location Info | |||
Owner: Bosselman Travel Centers, Inc. | Status: Constructed | ||
Location: T13S, R3W, Sec. 36, SE NW SW | County: Saline | ||
Directions: 1944 N 9th St, Salina (id 0049121) | |||
Latitude: 38.8743678 | Longitude: -97.6097158 | Datum NAD 27 | |
Latitude: 38.87437 | Longitude: -97.61003 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.87437 | GPS Longitude: -97.61003 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 35 ft. | Elevation: 1219.32 ft. | |
Static Water Level: 26.86 ft. | Est. Yield: gpm. | |
Comp. Date: 15-Jul-2013 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: BMW 1 |
Driller Info | ||
Driller: Geotechnical Services, Inc. | License #: 531 |
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:
Casing Joints: |
Diam: in. to ft | |
Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: |
Screen and Perforation Info | ||
Screen Type: | Screen Openings: | |
Screen-perforated intervals | From: ft to ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: | From: to ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 1 ft. | asphalt | |
From: 1 ft. to 2.5 ft. | no recovery | |
From: 2.5 ft. to 5 ft. | silty clay, dark brown | |
From: 5 ft. to 7.5 ft. | no recovery | |
From: 7.5 ft. to 12.5 ft. | silty clay, dark brown to brown | |
From: 12.5 ft. to 15 ft. | clayey silt | |
From: 15 ft. to 17.5 ft. | fine sand, brown | |
From: 17.5 ft. to 26 ft. | clayey silt and fine sand, brown | |
From: 26 ft. to 27.5 ft. | silty fine sand, brown | |
From: 27.5 ft. to 35 ft. | not logged |