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Specific Water Well Detail |
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| Location Info | |||
| Owner: Rapp, George | Status: Constructed | ||
| Location: T24S, R34W, Sec. 15, SE NE SW NW | County: Finney | ||
| Directions: from Holcomb Lane and River Rd, 3 mi W on River Rd to farm road going S, .34 mile to pivot path going E, 0.25 mi E to existing well at pivot | |||
| Latitude: 37.96942 | Longitude: -101.04385 | Datum NAD 27 | |
| Latitude: 37.9694408 | Longitude: -101.0442906 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.96942 | GPS Longitude: -101.04385 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 390 ft. | Elevation: 2906 ft. | |
| Static Water Level: 160 ft. | Est. Yield: 1502 gpm. | |
| Comp. Date: 03-Sep-2020 | Well Use: Irrigation | |
| DWR Applic. #: 18343 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Resources Mid Continent, Inc. #145 | 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?: Yes | ||
| Ground water encountered: 160 ft. | ||
| Pump test data: Well water was 240 ft after 4 hours pumping 1502 gpm | ||
| Bore hole diameter: 24 inches to 390 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 390 ft | |
| Casing height above land surface: 12 in
Casing Weight: 36.95 lbs/ft Wall thickness or gauge no.: .219 | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 180 ft to 380 ft | |
| Gravel pack intervals | From: 20 ft to 390 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: SE | Distance: 62 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 5 ft. | fine sand and clay mix | |
| From: 5 ft. to 9 ft. | fine-medium sand | |
| From: 9 ft. to 35 ft. | fine-medium-coarse sand and small-medium-large gravel | |
| From: 35 ft. to 43 ft. | gray clay | |
| From: 43 ft. to 64 ft. | brown and gray clay | |
| From: 64 ft. to 77 ft. | brown and gray clay with some sand layers | |
| From: 77 ft. to 104 ft. | blue clay | |
| From: 104 ft. to 109 ft. | fine-medium sand and clay mixed | |
| From: 109 ft. to 130 ft. | fine-medium-coarse sand with many clay ledges | |
| From: 130 ft. to 159 ft. | fine-medium-coarse sand, few small gravel, with small clay layers | |
| From: 159 ft. to 177 ft. | fine-medium-coarse sand with couple clay layers | |
| From: 177 ft. to 184 ft. | brown sandy clay | |
| From: 184 ft. to 198 ft. | fine-medium-coarse sand with couple clay layers | |
| From: 198 ft. to 211 ft. | brown sandy clay with some fine mixed | |
| From: 211 ft. to 220 ft. | fine-medium-sand with few clay stringers | |
| From: 220 ft. to 243 ft. | fine-medium-some coarse sand with white rock and couple clay stringers | |
| From: 243 ft. to 253 ft. | brown sandy clay | |
| From: 253 ft. to 335 ft. | fine-medium-coarse sand with brown and tan rock | |
| From: 335 ft. to 339 ft. | brown and sandy clay with couple sand strips | |
| From: 339 ft. to 359 ft. | fine-medium-coarse sand with brown and tan rock | |
| From: 359 ft. to 380 ft. | sandstone with some brown rock and soapstone | |
| From: 380 ft. to 400 ft. | gray shale | |