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1997-09-16_HYDROLOGY - M1984049
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1997-09-16_HYDROLOGY - M1984049
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Entry Properties
Last modified
7/18/2022 9:54:54 AM
Creation date
11/20/2007 1:43:37 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1984049
IBM Index Class Name
Hydrology
Doc Date
9/16/1997
Doc Name
JUNE 1997 WATER SAMPLES HOWARDSVILLE MILL PN M-84-049
From
DMG
To
CALCO INC
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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• 0 III IIIIIIII <br /> STATE OF COLOMDO <br /> DIVISION Of MINERALS AND GEOLOGY <br /> of <br /> Department of Natural Resources <br /> 1313 Sherman Bt., Room 215 �`gL <br /> Denver,Colorado 80203 IIIy <br /> ' Phone (303)866 356: <br /> FAX:(303)832-8106 DENVER OFFICE <br /> DEPARTMEIVr OF <br /> September 16, 1997 PUBLIC FILE COPY NATURAL <br /> RESOURCES <br /> FILE: Al yfbe -1-1 <br /> Jerry Sandell SITE. Roy Romer <br /> CALCO, Inc. i cwernor <br /> James S.Lochhead <br /> P.O. BOX 1044 /?i ce/17sniTCr n E.ecuuoe Director <br /> Salida, CO 81201 -9 Michael8.Long <br /> Division Director <br /> RE: June 1997 Water Samples, Howardsville Mill, Permit No. M-84-049. <br /> Dear Mr. Sandell: <br /> On 8/21/97, DMG received the water analysis report completed by Root & Norton <br /> Laboratories, Inc., report date 3/15197, of water samples taken from Howardsville Mill <br /> during the second quarter of 1997. Water analysis report indicates that six surface water <br /> samples were taken on 6/15/97, and three groundwater samples were taken on 6/24/97. <br /> Analysis of surface water samples, taken from the Animas River, Upland Diversion Ditch, <br /> and drainage from pre-law tailings areas were not accompanied by flow data. Flow data <br /> is a field measurement of the quantity of water contained within the channel and passing <br /> the sample location at the time of sampling. Flow data is recorded as a rate of flow and <br /> is typically measured as cubic feet per second (cfs) or gallons per minute (gpm). Flow <br /> data is necessary for all surface samples and must be measured at the time of sampling. <br /> DMG requires that water analysis reports include flow data for all surface samples taken <br /> in the future. <br /> Analysis report results indicate that Animas River samples were grab samples rather than <br /> depth and width integrated. Depth and width integrated samples are a standard sampling <br /> procedure, whereby the entire cross section and elevations of the channel flow are <br /> represented within a composite sample. Depth and width integrated samples are <br /> necessary because different elements may concentrate at various locations within the <br /> channel flow. Grab samples, taken from a single location along the channel bank, do not <br /> ensure accurate representation of channel flow. Grab samples may be disproportionately <br /> influenced by upstream contributions which have not mixed with channel flow. Grab <br /> samples may also completely miss upstream contributions which have not mixed with <br /> channel flow. <br /> Animas River channel receives significant quantities of water between the upstream (S3) <br /> and downstream (S6) sample locations. Animas River flow is augmented, between S3 <br /> and S6, along the west bank by drainage from the talus slopes and Independence Mine, <br /> and along the east bank by drainage from permit area and pre-law tailings disposal areas. <br />
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