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Specific Water Well Detail |
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| Location Info | |||
| Owner: Gjerstad, Phillip G. | Status: Constructed | ||
| Location: T25S, R28W, Sec. 8, SE SE SW | County: Gray | ||
| Directions: from Ingalls: 3.75 mi NE | |||
| Latitude: 37.8862559 | Longitude: -100.4201382 | Datum NAD 27 | |
| Latitude: 37.8862771 | Longitude: -100.4205623 | 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: 283 ft. | Elevation: ft. | |
| Static Water Level: 145 ft. | Est. Yield: 800 gpm. | |
| Comp. Date: 28-Oct-1978 | Well Use: Irrigation | |
| 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: 175 ft to 185 ft
From: 210 ft to 220 ft From: 250 ft to 280 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 2 ft. | Top soil | |
| From: 2 ft. to 27 ft. | Brown clay | |
| From: 27 ft. to 40 ft. | Brown clay and caliche | |
| From: 40 ft. to 60 ft. | Limerock and sandrock. Hard. | |
| From: 60 ft. to 73 ft. | Brown clay and caliche | |
| From: 73 ft. to 95 ft. | Sand fine medium coarse, small gravel. Small clay streaks Few cemented placed | |
| From: 95 ft. to 107 ft. | Brown clay and caliche | |
| From: 107 ft. to 120 ft. | Sand fine medium coarse, small gravel. Fairly loose. Used water. | |
| From: 120 ft. to 123 ft. | Brown sandy clay | |
| From: 123 ft. to 130 ft. | Sand fine medium coarse, small gravel. | |
| From: 130 ft. to 160 ft. | Brown clay and gyp rock. | |
| From: 160 ft. to 175 ft. | Brown clay and small sand streaks | |
| From: 175 ft. to 184 ft. | Sand fine medium coarse, small gravel and some medium white rock. Loose. Used water. Very small clay streak | |
| From: 184 ft. to 209 ft. | Brown clay sticky. | |
| From: 209 ft. to 260 ft. | Sand fine medium coarse, small brown gravel and medium small white rock with very small clay streak Loose. Used water. | |
| From: 260 ft. to 279 ft. | Sand fine medium coarse, small brown gravel and medium to small white and tan rock. Loose. Used a lot of water. Good. | |
| From: 279 ft. to 283 ft. | Brown clay | |
| From: 283 ft. to 300 ft. | Blue shale. Hard. | |