|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: City of Oberlin | Status: Constructed | ||
| Location: T7S, R23W, Sec. 8, SW NW SW NW | County: Graham | ||
| Directions: From W Rd and 230th Ave, 0.5 mi N | |||
| Latitude: 39.4610848 | Longitude: -99.9190787 | Datum NAD 27 | |
| Latitude: 39.461092 | Longitude: -99.919483 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.461092 | GPS Longitude: -99.919483 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 180 ft. | Elevation: 2452 ft. | |
| Static Water Level: 102 ft. | Est. Yield: 300 gpm. | |
| Comp. Date: 22-Mar-2018 | Well Use: Public Water Supply | |
| DWR Applic. #: 31,210-D1 | Other ID: Well 23 | |
| 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. | |
|
Chemical Sample Submitted?: Yes
Date Sample Submitted?: 03-27-2018 Water Well disinfected?: Yes | ||
| Ground water encountered: 102 ft. | ||
| Pump test data: Well water was 116 ft after 24 hours pumping 300 gpm | ||
| Bore hole diameter: 28 inches to 180 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 16 in. to 180 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: 130 ft to 170 ft | |
| Gravel pack intervals | From: 120 ft to 180 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 27 ft
From: 27 to 120 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | top soil | |
| From: 4 ft. to 16 ft. | clay | |
| From: 16 ft. to 20 ft. | sandstone | |
| From: 20 ft. to 26 ft. | sandstone | |
| From: 26 ft. to 35 ft. | clay | |
| From: 35 ft. to 40 ft. | clay with sandstone layers | |
| From: 40 ft. to 46 ft. | clay and sandstone layers | |
| From: 46 ft. to 60 ft. | light green clay and mag rock ledges | |
| From: 60 ft. to 68 ft. | stiff sandstone | |
| From: 68 ft. to 80 ft. | coarse sand | |
| From: 80 ft. to 92 ft. | stiff sandstone with coarse sand stringer | |
| From: 92 ft. to 96 ft. | loose coarse sand | |
| From: 96 ft. to 123 ft. | brown clay | |
| From: 123 ft. to 131 ft. | small gravel and coarse sand | |
| From: 131 ft. to 132 ft. | small gravel and coarse sand with clay layers | |
| From: 132 ft. to 137 ft. | small gravel and coarse sand | |
| From: 137 ft. to 138 ft. | small gravel and coarse sand with clay layers | |
| From: 138 ft. to 143 ft. | small gravel and coarse sand | |
| From: 143 ft. to 144 ft. | small gravel and coarse sand | |
| From: 144 ft. to 149 ft. | small gravel and coarse sand | |
| From: 149 ft. to 162 ft. | clay | |
| From: 162 ft. to 180 ft. | coarse sand | |