|
|
|
Specific Water Well Detail |
|
|
| 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 0.10 mi N | |||
| Latitude: 39.7129932 | Longitude: -100.5154387 | Datum NAD 27 | |
| Latitude: 39.713 | Longitude: -100.5158611 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.713 | GPS Longitude: -100.5158611 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 210 ft. | Elevation: 2802 ft. | |
| Static Water Level: 151 ft. | Est. Yield: 150 gpm. | |
| Comp. Date: 15-Apr-2014 | Well Use: Public Water Supply | |
| DWR Applic. #: 48136 | Other ID: Well 19 | |
| 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?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 151 ft. | ||
| Pump test data: Well water was 152 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: 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 16 ft. | fine sand with sandy clay streaks | |
| From: 16 ft. to 20 ft. | sandy brown clay | |
| From: 20 ft. to 32 ft. | sandy brown clay with sand streaks | |
| From: 32 ft. to 40 ft. | sandy brown clay with caliche stringers | |
| From: 40 ft. to 60 ft. | sandy brown clay with caliche stringers | |
| From: 60 ft. to 71 ft. | coarse sand, very fine gravel, with few clay streaks | |
| From: 71 ft. to 80 ft. | brown clay with caliche streaks | |
| From: 80 ft. to 95 ft. | medium coarse sand with clay layers | |
| From: 95 ft. to 100 ft. | coarse sand, fine gravel | |
| From: 100 ft. to 111 ft. | fine sand | |
| From: 111 ft. to 120 ft. | fine sand with hard brown sandstone and caliche layers | |
| From: 120 ft. to 123 ft. | fine sand | |
| From: 123 ft. to 140 ft. | fine sand with hard sandstone layers and caliche stringers | |
| From: 140 ft. to 145 ft. | fine sand with hard sandstone layers and caliche stringers | |
| From: 145 ft. to 150 ft. | fine sand with hard sandstone layers and caliche stringers and brown clay layers | |
| From: 150 ft. to 160 ft. | fine sand with hard sandstone layers and caliche stringers | |
| From: 160 ft. to 175 ft. | medium coarse sand | |
| From: 175 ft. to 180 ft. | coarse sand, very fine gravel, with clay traces | |
| From: 180 ft. to 187 ft. | coarse sand, very fine gravel | |
| From: 187 ft. to 195 ft. | coarse sand, very fine gravel | |
| From: 195 ft. to 200 ft. | coarse sand, very fine gravel, with caliche stringers | |
| From: 200 ft. to 207 ft. | fine sand with hard sandstone and caliche layers | |
| From: 207 ft. to 210 ft. | brown clay | |