|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Rose Rock Midstream | Status: Constructed | ||
| Location: T29S, R10W, Sec. 31, SW SW SW SW | County: Kingman | ||
| Directions: Hwy 61 to Turon, turn S to Cunningham, S to Hwy 42 1.5 W, N side of Rd | |||
| Latitude: 37.47167 | Longitude: -98.4642 | Datum NAD 27 | |
| Latitude: 37.4716869 | Longitude: -98.4645538 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.47167 | GPS Longitude: -98.4642 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 115 ft. | Elevation: 1745 ft. | |
| Static Water Level: 35 ft. | Est. Yield: gpm. | |
| Comp. Date: 21-Oct-2015 | Well Use: Other | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Rosencrantz-Bemis Enterprises, Inc. | License #: 134 | |
| 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 3 ft. | sandy top soil | |
| From: 3 ft. to 9 ft. | brown clay | |
| From: 9 ft. to 17 ft. | fine-small sand | |
| From: 17 ft. to 37 ft. | tan clay balls and fine sand mix (70/30) | |
| From: 37 ft. to 52 ft. | fine-coarse gravel with pieces of clay | |
| From: 52 ft. to 80 ft. | tan clay with fine-medium sand mix (70/30) | |
| From: 80 ft. to 115 ft. | fine-small sand with pieces of clay | |