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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Ingalls | Status: Constructed | ||
| Location: T25S, R29W, Sec. 36, SE SW SE | County: Gray | ||
| Directions: Edwards and 1st St | |||
| Latitude: 37.828585 | Longitude: -100.4521659 | Datum NAD 27 | |
| Latitude: 37.8286067 | Longitude: -100.4525918 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 232 ft. | Elevation: ft. | |
| Static Water Level: 66 ft. | Est. Yield: 800 gpm. | |
| Comp. Date: 05-Sep-1979 | Well Use: Public Water Supply | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Henkle Drilling & Supply Co. Inc. | License #: 145 | |
| 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. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: 0 in. to 0 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 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: 198 ft to 228 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 4 ft. | Top Soil | |
| From: 4 ft. to 12 ft. | Brown clay. | |
| From: 12 ft. to 14 ft. | Sand fine to medium coarse with small gravel. | |
| From: 14 ft. to 20 ft. | Brown clay and sand. | |
| From: 20 ft. to 30 ft. | Sand fine to medium coarse with small gravel. | |
| From: 30 ft. to 36 ft. | Limerock and cemented sand. | |
| From: 36 ft. to 82 ft. | Sand fine to medium coarse with small gravel. Fairly loose. | |
| From: 82 ft. to 88 ft. | Brown clay. | |
| From: 88 ft. to 100 ft. | Brown sandy clay and medium coarse sand. | |
| From: 100 ft. to 132 ft. | Sand fine to medium coarse with small gravel. little clay, and limerock shells. | |
| From: 132 ft. to 140 ft. | Brown clay. | |
| From: 140 ft. to 146 ft. | Very fine sand, medium coarse. | |
| From: 146 ft. to 155 ft. | Brown clay | |
| From: 155 ft. to 162 ft. | Medium coarse sand, brown clay and caliche. | |
| From: 162 ft. to 192 ft. | Brown clay (sticky). | |
| From: 192 ft. to 200 ft. | Sandy brown clay and caliche. | |
| From: 200 ft. to 230 ft. | Sand fine to medium coarse with small gravel and white and tan rock and very fine clay. Used water. (224-230 firm, used pulldown.) | |
| From: 230 ft. to 233 ft. | Soapstone, limerock and clay. | |
| From: 233 ft. to 240 ft. | Blue shale. Hard. | |