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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, NW NW NW SW | County: Brown | ||
| Directions: from Padonia, 4 mi E and 1.25 mi S; from 280th St and Mulberry Rd, 2795 feet S and 136 feet E | |||
| Latitude: 39.9062566 | Longitude: -95.4888741 | Datum NAD 27 | |
| Latitude: 39.906261 | Longitude: -95.489138 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.906261 | GPS Longitude: -95.489138 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 139 ft. | Elevation: 1094 ft. | |
| Static Water Level: 64 ft. | Est. Yield: 325 gpm. | |
| Comp. Date: 15-Nov-2016 | Well Use: Public Water Supply | |
| DWR Applic. #: 47,392 | Other ID: Well 3, East | |
| 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: 64 ft. | ||
| Pump test data: Well water was 71 ft after 24 hours pumping 325 gpm | ||
| Bore hole diameter: 36 inches to 139 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 12 in. to 87 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: 87 ft to 112 ft
From: 119 ft to 139 ft | |
| Gravel pack intervals | From: 65 ft to 115 ft
From: 115 ft to 139 ft | |
| Grout Info | ||
| Grout used: Neat cement, Bentonite | From: 5 to 25 ft
From: 25 to 65 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 13 ft. | tan clay | |
| From: 13 ft. to 15 ft. | fine to coarse brown sand and gravel | |
| From: 15 ft. to 24 ft. | yellow clay | |
| From: 24 ft. to 24.5 ft. | boulder | |
| From: 24.5 ft. to 30 ft. | yellow-tan clay | |
| From: 30 ft. to 87 ft. | very fine to medium brown sand | |
| From: 87 ft. to 102 ft. | fine to coarse rusty brown sand | |
| From: 102 ft. to 115 ft. | very fine to fine brown sand | |
| From: 115 ft. to 139 ft. | very fine to fine gray sand | |