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2002-12-16_REVISION - M1977344
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2002-12-16_REVISION - M1977344
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Entry Properties
Last modified
5/20/2020 1:01:05 PM
Creation date
11/21/2007 6:14:08 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977344
IBM Index Class Name
Revision
Doc Date
12/16/2002
Doc Name
Second Adequacy Review-Response
From
Holcim (US) Inc.
To
DMG
Type & Sequence
TR6
Media Type
D
Archive
No
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(Sept. 11, 1998) and iron in the May 5, 2000 MW-8 groundwater sample, the iron and manganese standards <br />were exceeded for every groundwater sample collected from MW-5, MW-7, MW-8, MW-9, and MW-10 (Table <br />4). Nitrate was elevated in the single groundwater sample collected from MW-6 (8.5 mg/L) but did not exceed <br />the standard (10 mg/L). <br />Ambient groundwater quality exceeded WQCC groundwater table values for several parameters including iron, <br />sulfate, nitrate, aluminum, manganese, selenium, and thallium. These exceedances occurred in groundwater <br />collected from the upgradient monitoring well as well as from monitoring wells completed downgradient of <br />CKD disposal azeas. In general, the composition of groundwater in the Codell sandstone beneath the Site is <br />similar to the composition of groundwater sampled from the upgradient monitoring well MW-6 completed in the <br />Fort Hays limestone and may indicate that dissolution of minerals from the limestone is controlling the <br />groundwater chemistry at the Site. The elevated levels of sulfate and iron found in all wells, including <br />upgradient well MW-6, likely is caused by oxidation of disseminated pyrite found in the Fort Hays limestone. <br />3.2 Surface Water Quality <br />Surface water samples were collected from the former Sand Pit (SP) area and Frog Pond (FP) between July 1991 <br />and June 1994 (Figure 2) (Holnam, 2001). The former Sand Pit area was located on the bench above the quarry <br />office (see location of SP-1 in Figure 2) and was used to provide sand for cement making purposes. The water <br />that collected in this azea may have been a surface expression of groundwater from the Codell Sandstone. The <br />former Sand Pit area was backfilled with overburden material sometime between 1999 and 2001. CKD was not <br />disposed of in this area due to the concern for contact of CKD with the standing water. The Frog Pond is <br />located in the quarry area outside of the Permit area. Samples were analyzed for TSS, ammonia, pH, and BOD <br />(Table 3b). TSS ranged from 12 to 76 mg/L in Frog Pond samples and from 6 to 126 mg/L in Sand Pit samples. <br />The pH ranged from 7.4 to 8.9 for Frog Pond samples and from 7.3 to 8.7 for Sand Pit samples. BOD was less <br />than 5 mg/L for all Frog Pond and Sand Pit samples. <br />One surface water sample (AR-1) was collected May 21, 2001 from the Arkansas River upstream from where <br />the conveyor crosses the River (Table Sa) (K-S & Company, 2001). Detectable concentrations of barium, lead, <br />aluminum, iron, and manganese were measured. Surface water quality data for sample AR-1 were compared <br />with historic water quality data for three USGS water quality sampling stations on the Arkansas River (Table <br />Sa) (USGS, 2002). The Arkansas River at Canon City station is located approximately 800 ft upstream from <br />Sand Creek, the Arkansas River at Portland station is located at the State Highway 120 bridge at the Holcim <br />plant, and the Arkansas River near Portland station is located 5.4 miles southeast of Portland. Concentrations of <br />chloride, sulfate, fluoride, nitrate, potassium, sodium, iron, manganese, magnesium, and calcium increased <br />along the Arkansas River in the down stream direction (Table Sa). Concentrations of detected constituents in <br />AR-1 were of a similar magnitude to concentrations of detected constituents in the USGS Arkansas River <br />samples. <br />Surface water quality samples were collected from two locations on Bear Creek; BC-1 located just downstream <br />from Highway 50 and BC-2 located just upstream from the confluence of Beaz Creek with the Arkansas River <br />(RGI, 1999). Temperature, pH, and lead, 'von, and sulfate concentrations increased in the down stream direction <br />from BC-1 to BC-2 (Table Sb). Total coliform and nitrate decreased between BC-1 and BC-2. <br />BLASLAND, BOUCK & LEE, INC. <br />rznsroz engineers 8 scientists 33 <br />Groundwa~ahtonttoring Plan Il.dot <br />
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