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Specific Water Well Detail |
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| Location Info | |||
| Owner: Public Wholesale Water Supply District No. 27 | Status: Constructed | ||
| Location: T2S, R17E, Sec. 2, SW SW SW NW | County: Brown | ||
| Directions: from Padonia, 4 mi E and 1.25 mi S; from 280th St and Mulberry Rd, 2385 feet S and 256 feet E | |||
| Latitude: 39.9073826 | Longitude: -95.4884286 | Datum NAD 27 | |
| Latitude: 39.907388 | Longitude: -95.488691 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.907388 | GPS Longitude: -95.488691 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 149 ft. | Elevation: 1090 ft. | |
| Static Water Level: 70 ft. | Est. Yield: 325 gpm. | |
| Comp. Date: 16-Nov-2016 | Well Use: Public Water Supply | |
| DWR Applic. #: 47,392 | Other ID: Well 1, North | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Sargent Drilling | License #: 755 | |
| 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: 70 ft. | ||
| Pump test data: Well water was 75 ft after 24 hours pumping 325 gpm | ||
| Bore hole diameter: 36 inches to 149 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 12 in. to 84 ft
Diam: 12 in. to 119 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 0.375 | ||
| Screen and Perforation Info | ||
| Screen Type: Stainless V-Wire | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 84 ft to 104 ft
From: 119 ft to 149 ft | |
| Gravel pack intervals | From: 60 ft to 108 ft
From: 108 ft to 149 ft | |
| Grout Info | ||
| Grout used: Neat cement, Bentonite | From: 5 to 25 ft
From: 25 to 60 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 12 ft. | brown-gray clay | |
| From: 12 ft. to 20 ft. | yellow-gray clay | |
| From: 20 ft. to 23 ft. | brown sand | |
| From: 23 ft. to 28 ft. | yellow-gray clay and limy layers | |
| From: 28 ft. to 36 ft. | fine brown sand | |
| From: 36 ft. to 37 ft. | yellow-gray clay, boulders, limy | |
| From: 37 ft. to 38 ft. | fine to coarse brown sand | |
| From: 38 ft. to 57 ft. | fine tan hard sand | |
| From: 57 ft. to 62 ft. | fine to coarse brown sand and some loose cemented layers | |
| From: 62 ft. to 80 ft. | fine brown sand and some firm clay | |
| From: 80 ft. to 92 ft. | fine to medium brown sand | |
| From: 92 ft. to 93 ft. | boulder | |
| From: 93 ft. to 96 ft. | fine to medium brown sand | |
| From: 96 ft. to 101 ft. | fine to medium brown sand and cemented sand | |
| From: 101 ft. to 107 ft. | fine to medium rusty brown sand | |
| From: 107 ft. to 110 ft. | fine to medium brown sand | |
| From: 110 ft. to 120 ft. | fine to coarse brown sand and fine gravel | |
| From: 120 ft. to 153 ft. | very fine gray sand and some gray clay | |