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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kersey, Lyle | Status: Constructed | ||
| Location: T30S, R40W, Sec. 22, NE NE NE | County: Stanton | ||
| Directions: from Johnson: 9 mi S on Hwy 27, 5 mi E, 1 mi S | |||
| Latitude: 37.4310157 | Longitude: -101.6722471 | Datum NAD 27 | |
| Latitude: 37.4310362 | Longitude: -101.6726929 | 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: 260 ft. | Elevation: ft. | |
| Static Water Level: 202 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 01-Mar-1996 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Joe's Well Service, Inc. | License #: 179 | |
| 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. | ||
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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: PVC
Casing Joints: |
Diam: 5 in. to 260 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: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 220 ft to 240 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 25 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: SE | Distance: 70 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 40 ft. | topsoil clay | |
| From: 40 ft. to 60 ft. | clay fine sand | |
| From: 60 ft. to 80 ft. | fine sand | |
| From: 80 ft. to 100 ft. | fine sand clay layers | |
| From: 100 ft. to 120 ft. | fine - medium sand | |
| From: 120 ft. to 140 ft. | fine - medium sand clay | |
| From: 140 ft. to 160 ft. | clay fine sand | |
| From: 160 ft. to 180 ft. | fine sand clay | |
| From: 180 ft. to 207 ft. | fine sand thin rock layer | |
| From: 207 ft. to 217 ft. | rock in layers | |
| From: 217 ft. to 235 ft. | fine - medium sand coarse sand | |
| From: 235 ft. to 260 ft. | gray clay blue shale | |
| From: 260 ft. to 300 ft. | blue shale | |
| From: 300 ft. to 320 ft. | gray clay sandstone | |
| From: 320 ft. to 340 ft. | blue shale | |
| From: 340 ft. to 360 ft. | blue shale in layers sandstone | |
| From: 360 ft. to 380 ft. | blue shale rock layers | |
| From: 380 ft. to 420 ft. | rock gray clay in layers | |
| From: 420 ft. to 460 ft. | sandstone | |