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Specific Water Well Detail |
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| Location Info | |||
| Owner: Rapp and Reed | Status: Constructed | ||
| Location: T24S, R34W, Sec. 8, NC N2 NE | County: Finney | ||
| Directions: from curve S of Holcomb, 4 mi W, 1 mi N, and 0.25 mi W | |||
| Latitude: 37.987755 | Longitude: -101.0704385 | Datum NAD 27 | |
| Latitude: 37.9877781 | Longitude: -101.0708838 | 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: 358 ft. | Elevation: ft. | |
| Static Water Level: 69 ft. | Est. Yield: 1800 gpm. | |
| Comp. Date: 28-May-1984 | Well Use: Irrigation | |
| DWR Applic. #: 10168 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Resources Mid Continent, Inc. | License #: 145 | |
| 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: 69 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 120 ft after 1 hours pumping 840 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 358 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: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 164 ft to 174 ft
From: 270 ft to 300 ft From: 174 ft to 264 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 10 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 7 ft. | fine to medium sand | |
| From: 7 ft. to 23 ft. | fine to medium coarse small and small medium and large gravel | |
| From: 23 ft. to 45 ft. | white clay and caliche brown clay | |
| From: 45 ft. to 56 ft. | fine to medium sand with few clay streaks | |
| From: 56 ft. to 101 ft. | brown and blue clay | |
| From: 101 ft. to 122 ft. | brown sandy clay and fine sand streaks | |
| From: 122 ft. to 164 ft. | brown clay drills loose | |
| From: 164 ft. to 182 ft. | fine to medium sand, uses water | |
| From: 182 ft. to 201 ft. | fine sand, limestone, and clay streaks | |
| From: 201 ft. to 227 ft. | fine to medium sand, cemented in places | |
| From: 227 ft. to 235 ft. | fine sand and lime rock ledges, clay streak | |
| From: 235 ft. to 264 ft. | fine to medium sand, few coarse, cemented in places | |
| From: 264 ft. to 270 ft. | brown sandy clay | |
| From: 271 ft. to 299 ft. | fine to medium sand, few coarse, cemented in places, few clay streaks, small to medium gravel, brown | |
| From: 299 ft. to 305 ft. | brown sandy clay | |
| From: 305 ft. to 355 ft. | fine to medium coarse sand and small to medium gravel | |
| From: 355 ft. to 365 ft. | shale | |