Specific Water Well Detail | ||
Location Info | |||
Owner: Findley, Pat | Status: Constructed | ||
Location: T15S, R22E, Sec. 35, NE NW SE NE | County: Miami | ||
Directions: 23306 Hickory Court, Spring Hill (four 150-foot bores) | |||
Latitude: 38.7054201 | Longitude: -94.9293007 | Datum NAD 27 | |
Latitude: 38.705432 | Longitude: -94.929545 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.705432 | GPS Longitude: -94.929545 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 150 ft. | Elevation: ft. | |
Static Water Level: ft. | Est. Yield: gpm. | |
Comp. Date: 02-Sep-1999 | Well Use: Heat Pump (Closed Loop/Disposal), Geothermal | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Evans Energy Development, Inc. | License #: 561 |
Scanned Form | ||
View form(s) on screen | Download scan(s) | |
The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. |
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 4 ft. | soil and clay | |
From: 4 ft. to 8 ft. | limestone | |
From: 8 ft. to 20 ft. | shale | |
From: 20 ft. to 43 ft. | limestone | |
From: 43 ft. to 124 ft. | shale | |
From: 124 ft. to 138 ft. | limestone | |
From: 138 ft. to 142 ft. | shale | |
From: 142 ft. to 150 ft. | limestone |