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precautions and corrective actions undertaken and planned by CC&V, and a written report satisfying Rule 8.2.3. Corrective actions will include a specific plan of corrective action to be timely implemented to control, reduce, or otherwise mi 'mike movement of ea h soluC t i harmful quantities moving outside the permit area. ~`~`°~ suc rcum taun w~~ necessitate case-speci ~c measures, CC&V will address t=sting of eas throw manipulat' n of S~~thud leach solution applic lion. [?At any tim~when redeployment of plied wat r has not m' igated cu,~1~„~t the migration of 1 h fluid from the ad to the environment, CC&V wi cease ad lion of °~ s+a~ additional water to t e pad.?] ~~ Q~el^~ d. The'Yesults of laboratory analyses for the listed parameters will be provided to the OMLR along with the sampling locations, date and time of sampling, type of analyses, and applicable labotatory sample number. ~kdu.~'-~ t-S e. In the event the concentrations of criterion parameters in water removed from theAsumps exceed the concentrations listed on Table 2, the water removed for measurements will be returned to the pad (because the volume is infinitesimally small compared to the total capacity of the pond). A d~ ac-c.e~w~ a(, -1~ Vat.A.n.~ ~nv,n ~ ~ N-1'tu~~ °'~ du~9~ banxA 9'• ufn~ ice- ~v.SUG.rn .i:,o t ,st~rcrJ, ' ~ TABLE 2 - 30-day Average Threshold Concentrations (a minimum of 4 measurements are required to constitute a 30-day average concentration) and Flow Criterion -LDS PARAMETER PHASE I OF PAD PHASE II OF PAD CNW,,p -3-:9-mgH •S'w~9 ~ L aeE-ye emstaHlrshed pH 9.0 s.u. 9.0 s.u. Flow Consistent and independent of precipitation events Consistent and independent of precipitation events Explanatory Note: It is believed that if CNW„p and pH increase to threshold concentrations in the underdrain system, the concentrations in one or more of the LDSs should also show a rise in CNWAp and pH and a relatively continuous flo should emanate int the same one or more of the LDS sumps independent of precipitation 'rlp-r c~luc.+~ ii a~t.(zw~+-~, {~-~ Svw~-1b1~ IrbS s~~no..t. ~A -`-~ ~ Q~~Y.n~.~eu,,,iv~.,~.'~i'q*~-~u~.X.~~Pa~ A flow criterion other than that of a relatively continuous flow independent of precipitation from ~,y~ the LDS does not seem to apply in the case of the Cresson Valley Leach facility because (1) the CeTY1R-(s~' prposed (to date) flow criterion for the underdrain system would be so small as to be exceeded by the flows already experienced and (2) the Flow rate from the LDS is not measurable on a gpm basis and if it were, the criterion would likewise be exceeded by historic data and therefore obscured by the volumes pumped that have already been documented as resulting from precipitation outside the pad. Ground-Water Monitoring Wells: If the CNwAp and pH in the LDS exceeds the criterion 4