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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kelling, Kim | Status: Constructed | ||
| Location: T24S, R32W, Sec. 3, SE NW NW | County: Finney | ||
| Directions: from Garden City jct HWY 156 and Mary St: .5 mi E on HWY 156, .25 N | |||
| Latitude: 38.0010791 | Longitude: -100.8252604 | Datum NAD 27 | |
| Latitude: 38.0011016 | Longitude: -100.8256978 | 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: 245 ft. | Elevation: ft. | |
| Static Water Level: 83 ft. | Est. Yield: gpm. | |
| Comp. Date: 14-May-1996 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Ed Jantzen Water Well Repair | License #: 533 | |
| 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 225 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: 225 ft to 245 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: 4 to 24 ft
From: 194 to 199 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 1 ft. | topsoil | |
| From: 1 ft. to 10 ft. | brown clay and caliche | |
| From: 10 ft. to 18 ft. | fine sand and brown clay | |
| From: 18 ft. to 36 ft. | white clay | |
| From: 36 ft. to 52 ft. | brown sandy clay and coarse gravel | |
| From: 52 ft. to 57 ft. | medium sand | |
| From: 57 ft. to 73 ft. | brown clay | |
| From: 73 ft. to 100 ft. | cemented sand layers and medium sand | |
| From: 100 ft. to 113 ft. | medium sand and brown clay layers | |
| From: 113 ft. to 125 ft. | brown clay | |
| From: 125 ft. to 139 ft. | brown clay | |
| From: 139 ft. to 150 ft. | medium sand | |
| From: 150 ft. to 170 ft. | medium sand and brown clay layers | |
| From: 170 ft. to 175 ft. | brown clay | |
| From: 175 ft. to 188 ft. | medium sand | |
| From: 188 ft. to 189 ft. | brown clay | |
| From: 189 ft. to 194 ft. | medium sand | |
| From: 194 ft. to 197 ft. | brown clay | |
| From: 197 ft. to 240 ft. | medium sand | |
| From: 240 ft. to 245 ft. | yellow clay | |