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Elchibit D <br /> Loveland Ready Mix Concrete,Inc,Case Na 2009CWIOS <br /> Accoandng Form C <br /> Monthly Depletions <br /> Walters/Bokelrman and Green/Croissant Properties <br /> Month March <br /> 2011 <br /> Total Depletions <br /> Evaporation <br /> I. Net Surface Arcs mgmnng Augmentation(acres). 65.00 <br /> 1 a.Waltcrs/Bokclman Pits(acres)(from.Accountng Form A) 11.30 <br /> Lag Net Evaporation at WaltersBokelman Pits(ac-ft) -1,21 <br /> lb.Green/Cmissant Pis(acres)(from Accounting Form B) $3.50 <br /> Total Evaporation at Green/Croisamt Pits and Stoll Poods(etc-ft) -6.19 <br /> 2.Total Lamed Pond Evaporation(sic-fl equals(12)+ Ib) -7.40 <br /> Effect of Dewatering <br /> 3.Water pumped to the river for derakrrog,equals(3a)+(3b): 80.66 <br /> 3a WahcrOlokctman Cell 4(ac-fi) 40.33 <br /> 3b,Grren/Croissant Cell 4(ac-ft) 40.33 <br /> 4 lagged Depletions from dewatering,equals(4a)+(4b) <br /> 4a Waltcrs/Rokelmm Cell o 2432 <br /> 41,.Gran/Cmrssant Cc0 4 16.41 <br /> 5 Net dfcc to Big Thompson River,equals(5a)+(Sb). 39.73 <br /> 5a.Wa11rn/13okelman Cell 4(ae-ft),equals(3a)-(4a) 15.91 <br /> 51,.Grccn/Cmissant Cell 4 ac-11,equals(36)-4b 23.92 _ <br /> Washed Aggregate <br /> 6 Aggregate Sales(tow),equals(6a)+(6b): 22,400 <br /> 6a Waltcrs/Bokelmao(tons) 14,000 <br /> 6b.Green Cmrssamt(am) 8.400 <br /> 7. Water Pc-t removed by Weight(%) 4% - <br /> 8. Water Rcmoved(ac-ft).equals(8a)+(8b)- -0.66 <br /> 8.Wahcr&S kelman(etc-ft),equals(6a)x(7)x 7 36",equals unit conversion -0A I <br /> 8b.CneeNCrotssan[ate-ft equals 6b x 7 x 7.36 E4 equals unit conversion -025 <br /> Dust Suppression <br /> 9, Dust Control(gallons) 122,666 <br /> 10_ Dust Control ac-ft,c uals 9/325851 -039 <br /> Concrete Prodoetioe <br /> I I. Concrete Production(cubic yards) 11,428 <br /> 12. Water Consumption(gallons),equals 30 gallons of water x(1 1) 342,940 <br /> 13. Water COMM - etc-fl uals(12)l325851 •1.05 <br /> Additional Uses <br /> Total Depletions <br /> 14.Total Mining Uses(etc-ft),equals(14a)+(14b). -2.09 <br /> 14a.Wahers/Boketeran(ae-ft),equals(8a) -0.41 <br /> 14b.GrecNCmissaw(etc-ft),equals(8b)+(10)+(13) -1.68 <br /> 15.Lagged Mining D plctions,equals 05a)+(156). -0.64 <br /> 15a.Walters/Bokelmau,Kocd upon(14a)and URFs -025 <br /> I5b-C-Xio ss %baud upon 14b and U RFs -039 <br /> 16.Total Lamil Depletions 2 +5 + 15) 31AB <br /> Out of Priority Depletions <br /> 17.Number of Dais Unlined Pits are Out of Prionty,obtained from Water Commissoner 31 <br /> I&Percent of Days Out of Pnanty(%) 1 <br /> 19.ToW Outof-Priority Depletions etc-fl 16 x 18 if(16)<0;equals 16 if(16) 0 31.68 <br /> Reploceseat Water Requirement <br /> 20,Replacement Requirement/Sutplus(ac-ft),equals(16) 31.68 <br /> 21,Transit loss(o be determined by the Water Commissioner) <br /> 22.Total Replacement Requirement 0.04 <br /> 23.Daily Rcplaccmenl Regnimment D.00 <br /> dotes: <br /> Shaded areas indicate salues to be input each month. <br /> 11I Walters/Bokelman and GreeN(:missam Pas eVosed surface anato be confirmed and cntemd moothiy in evaporation <br /> table(Accounting Forms A and B,respectively).Total lagged evaporation in I Ial and I161 are based upon unit iespuose <br /> 6mctitxrs(URFs)developed using the IDS AWAS program and the aquikr parameters shown in Accounting Forms A and <br /> B. <br /> 131 Total amount pumped for dewatenng of mmed pia is based upon LRM records. <br /> (41 Lagged depletions from dcwah:nng arc based upon[31 and unit response functions(URFs)developed using the IDS <br /> AWAS program and the following aquifer parameters. <br /> Taramisivity=50,000 gpd/R <br /> Specific Yield=0.2. <br /> j .Aquifer width=981 feet(Walters Cell 4)&2,280 fret(Green Cell 4), <br /> Usance from center of all to river=661 feet(Walter Cell 4)&738 feet(Green Cell 4). <br /> 1 161 Aggn:gac sides ate banal upon LRM raced=. <br /> 171 Water rcnmved with muted aggregate equals 9 6 gallons/tom(4%oftotal mined volume)as defined by Senate Bill 89- <br /> i 120. <br /> 191 Dust suppression Ise rs based upon LRM recoils. <br /> 11 I I Concrete production is based upon LRM records <br /> 1151 Lagged mining depletions arc calculated using unit response functions(UP Fs)that were developed using the IDS <br /> AWAS pmgmm and the following aquik,parameters: <br /> Tansrn-ity=50,000 gpd/ft. <br /> Specific Yield-0.2. <br /> Aquifer width=981 feet(Wahers/Bokelman)&2,179.75 feet(Green/Cmisamt). <br /> Distance from center of pit to river=661 feet(WahcrsBoi e)rnan)&1,152-5 her(Grocn/Croissmt). <br /> (221 is equal to 1201+1211 if 1201 is less than zero.If 1201 is grater than tiro(no replacement required),[221 is equal to <br /> zero <br />