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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Belleville | Status: Constructed | ||
| Location: T1S, R3W, Sec. 2, SW SW NW SW | County: Republic | ||
| Directions: from Belleville, 6 mi N on Road 17, then 1437 feet N and 96 feet E from Road 17 and Road B | |||
| Latitude: 39.9900729 | Longitude: -97.6309282 | Datum NAD 27 | |
| Latitude: 39.990083 | Longitude: -97.63125 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.990083 | GPS Longitude: -97.63125 | Datum NAD83 | |
| View well on interactive map This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 225 ft. | Elevation: 1624 ft. | |
| Static Water Level: 143 ft. | Est. Yield: 800 gpm. | |
| Comp. Date: 28-Sep-2017 | Well Use: Public Water Supply | |
| DWR Applic. #: PW006324 | Other ID: Well 3 | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Sargent Drilling | License #: 755 | |
| 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?: Yes
Date Sample Submitted?: 01-22-2018 Water Well disinfected?: Yes | ||
| Ground water encountered: 143 ft. | ||
| Pump test data: Well water was 150 ft after 24 hours pumping 800 gpm | ||
| Bore hole diameter: 30 inches to 225 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 16 in. to 185 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .941 | ||
| Screen and Perforation Info | ||
| Screen Type: Stainless V-Wire | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 185 ft to 225 ft | |
| Gravel pack intervals | From: 164 ft to 225 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 21 ft
From: 21 to 164 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 20 ft. | top soil | |
| From: 20 ft. to 40 ft. | brown clay with fine sand layer | |
| From: 40 ft. to 60 ft. | fine sand and brown sandy clay | |
| From: 60 ft. to 65 ft. | brown sandy clay | |
| From: 65 ft. to 68 ft. | soft limestone | |
| From: 68 ft. to 80 ft. | brown clay with limestone strip | |
| From: 80 ft. to 100 ft. | brown clay with fine sand layers and white clay layer | |
| From: 100 ft. to 120 ft. | fine, medium, coarse sand | |
| From: 120 ft. to 140 ft. | fine, medium, coarse sand and fine gravel with some medium gravel | |
| From: 140 ft. to 160 ft. | fine, medium, coarse sand and fine, medium, coarse gravel with some coarse gravel | |
| From: 160 ft. to 180 ft. | fine, medium, coarse sand and fine, medium, coarse gravel with clay strips | |
| From: 180 ft. to 200 ft. | fine, medium, coarse sand and fine, medium, coarse gravel | |
| From: 200 ft. to 220 ft. | fine, medium, coarse sand and fine to medium gravel with clay strips | |
| From: 220 ft. to 229 ft. | fine, medium, coarse sand and fine to medium gravel with pyrite | |
| From: 229 ft. to 240 ft. | gray shale | |