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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, NW SW SW SW | County: Decatur | ||
| Directions: from Hwy 83 and Road 304, 1 mi E and 0.11 mi N | |||
| Latitude: 39.7136604 | Longitude: -100.5154359 | Datum NAD 27 | |
| Latitude: 39.7136667 | Longitude: -100.5158611 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.7136667 | GPS Longitude: -100.5158611 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 210 ft. | Elevation: 2800 ft. | |
| Static Water Level: 150 ft. | Est. Yield: 150 gpm. | |
| Comp. Date: 01-Apr-2014 | Well Use: Public Water Supply | |
| DWR Applic. #: 48136 | Other ID: Well 18 | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| 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: 150 ft. | ||
| Pump test data: Well water was 171 ft after 24 hours pumping 150 gpm | ||
| Bore hole diameter: 24 inches to 210 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 12 in. to 185 ft
Diam: 12 in. to 210 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: 185 ft to 200 ft | |
| Gravel pack intervals | From: 160 ft to 210 ft | |
| Grout Info | ||
| Grout used: Cement grout, Bentonite | From: 0 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 20 ft. | sandy brown clay | |
| From: 20 ft. to 40 ft. | brown clay with caliche stringers | |
| From: 40 ft. to 60 ft. | brown clay with caliche stringers | |
| From: 60 ft. to 64 ft. | brown clay | |
| From: 64 ft. to 70 ft. | brown clay with fine gravel stringers | |
| From: 70 ft. to 80 ft. | brown clay with caliche stringers | |
| From: 80 ft. to 92 ft. | brown clay with caliche stringers | |
| From: 92 ft. to 95 ft. | very fine gravel with clay streaks | |
| From: 95 ft. to 100 ft. | brown clay with caliche layers | |
| From: 100 ft. to 107 ft. | coarse sand with stiff brown sandstone layers | |
| From: 107 ft. to 120 ft. | brown clay with caliche layers | |
| From: 120 ft. to 140 ft. | brown clay with caliche layers and sandstone layers | |
| From: 140 ft. to 160 ft. | brown sandstone with caliche streaks and few sand streaks | |
| From: 160 ft. to 178 ft. | coarse sand and very fine gravel | |
| From: 178 ft. to 180 ft. | coarse sand and very fine gravel with few clay and caliche stringers | |
| From: 180 ft. to 188 ft. | coarse sand and very fine gravel | |
| From: 188 ft. to 200 ft. | coarse sand and very fine gravel with caliche and clay stringers | |
| From: 200 ft. to 210 ft. | fine sand with clay and caliche streaks | |