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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Oberlin | Status: Constructed | ||
| Location: T4S, R28W, Sec. 7, SW SW SW SW | County: Decatur | ||
| Directions: from Hwy 83 and Road 304, 1 mi E and 0.09 mi N | |||
| Latitude: 39.7123277 | Longitude: -100.5155196 | Datum NAD 27 | |
| Latitude: 39.712333 | Longitude: -100.515944 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.712333 | GPS Longitude: -100.515944 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 207 ft. | Elevation: 2802 ft. | |
| Static Water Level: 151 ft. | Est. Yield: 150 gpm. | |
| Comp. Date: 01-Apr-2014 | Well Use: Public Water Supply | |
| DWR Applic. #: 48136 | Other ID: Well 20 | |
| Driller Info | ||
| Driller: Chas. Sargent Irrigation, Inc. | License #: 433 | |
| 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: 151 ft. | ||
| Pump test data: Well water was 175 ft after 24 hours pumping 150 gpm | ||
| Bore hole diameter: 24 inches to 207 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 12 in. to 187 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 304 | ||
| Screen and Perforation Info | ||
| Screen Type: Stainless steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 187 ft to 207 ft | |
| Gravel pack intervals | From: 160 ft to 207 ft | |
| Grout Info | ||
| Grout used: Cement grout, Bentonite | From: 7 to 27 ft
From: 27 to 160 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 15 ft. | fine sand with sandy clay layers | |
| From: 15 ft. to 20 ft. | sandy clay | |
| From: 20 ft. to 34 ft. | fine sand with clay layers | |
| From: 34 ft. to 40 ft. | brown clay | |
| From: 40 ft. to 48 ft. | brown clay | |
| From: 48 ft. to 52 ft. | brown clay with few sand streaks | |
| From: 52 ft. to 60 ft. | brown clay with caliche stringers | |
| From: 60 ft. to 70 ft. | brown clay | |
| From: 70 ft. to 80 ft. | coarse sand with very fine gravel with clay layers and caliche stringers | |
| From: 80 ft. to 90 ft. | stiff brown and red clay | |
| From: 90 ft. to 100 ft. | coarse sand with red clay layers | |
| From: 100 ft. to 114 ft. | fine sand with hard sandstone and caliche layers | |
| From: 114 ft. to 120 ft. | brown clay with hard sandstone and caliche layers | |
| From: 120 ft. to 140 ft. | hard sandstone with clay and caliche streaks | |
| From: 140 ft. to 160 ft. | hard sandstone with clay layers | |
| From: 160 ft. to 163 ft. | hard sandstone | |
| From: 163 ft. to 177 ft. | coarse sand and very fine gravel | |
| From: 177 ft. to 180 ft. | coarse sand and very fine gravel with clay traces | |
| From: 180 ft. to 189 ft. | coarse sand and very fine gravel | |
| From: 189 ft. to 200 ft. | coarse sand and very fine gravel with caliche stringers and sandstone traces | |
| From: 200 ft. to 203 ft. | coarse sand and very fine gravel | |
| From: 203 ft. to 207 ft. | medium sand with clay layers | |