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COLORADO DEPARTMENT OF PUBLIC HEALTH AND THE ENV/RONMEM, Water Quality Control Division <br />Rationale -Page 13, Pennit No. CO-0045225 <br />b. Samples shall be collected at the outfall from the lower pond, prior to entering Squaw Gulch. Grab samples <br />may be collected at a poin! in tune that is approximately midway Through the release. Optionally, the permittee <br />may collect composite samples, with aliquots collected at evenly spaced intervals throughout the discharge. <br />c. Samples that are collected will be analyzed for the parameters shown in Table V/-2. <br />Table V/-2 <br />Monitoring Requiremems jot Regenerative Releases From Point 003A <br />Parameter Sample Type: Frequency *.: ;,. <br />pH, su In-Situ 1 Grab Monthly <br />TSS, mg/l Grab /Composite Monthly <br />Cadmium, PD, tng/1 Grab /Composite Monthly <br />Copper, PD, rng/! Grab /Composite Monthly <br />/ton, TR, mg/l Grab /Composite Monthly <br />Lead, PD, mg/l Grab /Composite Mamhly <br />Zinc. PD me/1 Grab /Composite Monthly <br />• During any month when a regenerative release occurs. <br />Based upon the results of the above sampling, additional instream monitoring may 6e required in order to further <br />assess whether or nor there is a reasonable potential jot water quality standards to be violated. The procedures for <br />determining w/:ether or not additional monitoring is required, and jot performing the monitoring, are exptained <br />below: <br />d. Tne permiaee shall compare sample resulu against the following calculated release concentrations. <br />Table VI-3 Calculated Release Concemrarions <br />,...,;:::.:.: arrSmeter«.,,~~,:;~: .~,.;:;;'~:<<sN:;z~;o:~~,:~.~,~~,.,,.:::Yiflno;'ai.::,,~-,.::..:<..:. . <br />pH, su 6.5-9.0 <br />Cadmium (PD), mg/1 0.016 <br />Copper (PD), mg/! 0.037 <br />Lead (PD), mg/1 0.33 <br />Zinc (PD), mgt( 0.33 <br /> From Issuance Tltru 12/31 /97 <br />/ton (/72), mg/I 11.4 <br /> Beginning I/1/98 <br />Iron m /I 4.6 <br />If any individual sample result is greater than (or, in the case of pH -less than) the calculated release <br />concentration, the permittee will visually track the next subsequent regenerative release from the lower pond <br />down the Squaw Gulch drainage and perform the following analyses: <br />i) If the discharge is tracked all the way into Cripple Creek, both an upstream and downstream sample <br />will be collected within Cripple Creek. Upstream samples jot all parameters lts[ed in Table VI-2 will 6e <br />collected immediately upstream of the confluence. Downstream samples will be collected at the first <br />downstream point where the two streams have become completely mixed. <br />ii) 1f the discharge infiltrates prior to reaching the Highway 67 crossing, no junher monitoring is required. <br />