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Specific Water Well Detail |
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| Location Info | |||
| Owner: Town of Norcatur | Status: Constructed | ||
| Location: T2S, R26W, Sec. 36, NW SE NE NW | County: Decatur | ||
| Directions: N on DeWitt Ave; from water tower 36 feet N and 12 feet W | |||
| Latitude: 39.8397166 | Longitude: -100.1907481 | Datum NAD 27 | |
| Latitude: 39.839722 | Longitude: -100.191166 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.839722 | GPS Longitude: -100.191166 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 275 ft. | Elevation: 2637 ft. | |
| Static Water Level: 198 ft. | Est. Yield: 100 gpm. | |
| Comp. Date: 10-May-2012 | Well Use: Public Water Supply | |
| DWR Applic. #: 36572 | Other ID: Well 4 | |
| 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: 198 ft. | ||
| Pump test data: Well water was 229 ft after 24 hours pumping 100 gpm | ||
| Bore hole diameter: 24 inches to 275 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 12 in. to 230 ft
Diam: 12 in. to 275 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .375 | ||
| Screen and Perforation Info | ||
| Screen Type: Stainless steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 230 ft to 260 ft | |
| Gravel pack intervals | From: 206 ft to 275 ft | |
| Grout Info | ||
| Grout used: Cement grout, Bentonite | From: 7 to 27 ft
From: 27 to 206 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| Direction from well: S | Distance: 1000 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | Top soil | |
| From: 4 ft. to 77 ft. | Soft brown clay | |
| From: 77 ft. to 100 ft. | Stiff brown clay | |
| From: 100 ft. to 135 ft. | Stiff brown clay and soft white limy clay layers | |
| From: 135 ft. to 140 ft. | Stiff brown clay and soft white limy clay layers with stiff limestone layers | |
| From: 140 ft. to 160 ft. | Soft white limy clay with stiff brown clay layers | |
| From: 160 ft. to 178 ft. | Soft white limey clay with stiff white limestone layers, fine sand layer | |
| From: 178 ft. to 179 ft. | Soft white limey clay with stiff white limestone layers, fine sand layer | |
| From: 179 ft. to 180 ft. | Soft white limey clay with stiff white limestone layers | |
| From: 180 ft. to 200 ft. | Fine sand and stiff brown sandstone layers | |
| From: 200 ft. to 216 ft. | Fine sand | |
| From: 216 ft. to 234 ft. | Fine sand, fine red gravel | |
| From: 234 ft. to 236 ft. | Fine sand, fine red gravel, soft brown clay layer | |
| From: 236 ft. to 240 ft. | Fine sand, fine red gravel | |
| From: 240 ft. to 256 ft. | Fine sand | |
| From: 256 ft. to 258 ft. | Fine sand, soft yellow clay layers | |
| From: 258 ft. to 260 ft. | Fine sand | |
| From: 260 ft. to 275 ft. | Fine sand with yellow and brown clay layers | |