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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Miltonvale | Status: Constructed | ||
| Location: T8S, R1W, Sec. 17, SE SW SE SE | County: Cloud | ||
| Directions: SW corner of E Pine and E 1st | |||
| Latitude: 39.3508381 | Longitude: -97.4470795 | Datum NAD 27 | |
| Latitude: 39.350837 | Longitude: -97.44739 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.350837 | GPS Longitude: -97.44739 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 90 ft. | Elevation: 1371 ft. | |
| Static Water Level: 12 ft. | Est. Yield: 300 gpm. | |
| Comp. Date: 28-Jun-2017 | Well Use: Public Water Supply | |
| DWR Applic. #: CD002 | Other ID: PWS-10 | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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: 21 ft. | ||
| Bore hole diameter: 24 inches to 90 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Clamped |
Diam: 12 in. to 90 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Stainless steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 50 ft to 90 ft | |
| Gravel pack intervals | From: 35 ft to 90 ft | |
| Grout Info | ||
| Grout used: | From: 5 to 25 ft
From: 25 to 35 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: West | Distance: 20 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 10 ft. | brown clay | |
| From: 10 ft. to 81 ft. | sandstone, yellow and tan | |
| From: 81 ft. to 90 ft. | shale, gray | |