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Exhibit 7, Item 14, Table 1 <br /> Summary of Ditch and Channel Design Parameters <br /> - <br /> &1 °1. ... - cr S W. a w.v' .,., . � : <br /> illittiliRSIMUSi4Hilliftilli* <br /> �.. ^� �. x �� � 4 x�a� r i t �s �y fit^-�`{��� <br /> or;'it' w li .. ; ° ,_Flo +• - :� 1. •i.t , ' °,';1f, a o <br /> East Ta for Ditch, Sta 0+00 to 19+55 96.6 22.0 12.0 3.0 18 <br /> Sta 38+33 to 77+00 76.0 10.7 12.0 3.0 18 <br /> -^ �' r* *C��a & Pra <br /> : ; af �ww� 141:73''Y';',' ta"� les'� k �� � <br /> Ufliserce. #orfutueue :' ..' : fo ; Sio•e % ,::::--:"'ite .D50,' <br /> n; <br /> i <br /> ,-, ,r <br /> -; �. ' �.- �'��`" _ � � m' Side Slo a Rini'(�a '�', <br /> .k for Ditch-- , ' .=,`}.. :„. Flow • '' '. o•r'i% `Width's'4. H:iV;a. ' D50,in <br /> Ta for Ditch, Sta 0 to 10+67 4.4 13 0.0 3.0 I',O <br /> o E-Y°41VTV[• 11417•11511M14=71111.1111111E . . , o {$".lam o.-,,;() , =o'•m Y, •e- o•e`llEirli Tan <br /> v <br /> x NA, <br /> w Section 16 Pond Ditch Extension 9. 2 0.0 3.0 in rock <br /> _ :''y” F, ''' -=-'''~ 41. :l'r = :.Bottom:$ Side to e` -;Ri -Ra <br /> E- -(Pit Reclamation Area - ,FlowwQ Sio.=, 10 `Width°� ' `�`H:1V''' <}'X50,in <br /> Prosect Ditch Reach 1 to Sta 1+50 10.0 10.7 12 2n <br /> Prosect Ditch, Sta 1+50 to PD-1 4.4 28.2 12 2 M!'= <br /> Prosect Ditch, above Pond PD-1 4.1 12-15 12 2 MIME <br /> N.Trib. East Pit Ditch Reach 1 10.2 21 12 2E <br /> N.Trib. East Pit Ditch Reach 2 11.9 10- 13 12 2 6 <br /> Final East Pit Ditch all 3 Reaches 5.9-27 2 4-16.8 12 2 6 <br /> Combined NTEP/Final E Pit Ditch 35.4 24 12 2 9 <br /> Note: For ditches in the South Taylor Area,See Volume 13,Table 1, Exh.7-20 Part E. (This includes <br /> the following Ditches <br /> West Taylor East Tributary Ditch <br /> West Taylor West Tributary Ditch <br /> S29-A Trib <br /> Trib. D Ditch <br /> Trib. F Ditch <br /> Revision Date:2/13/20 <br /> Revision No. TR-135 <br /> Exh.7-14-7 <br />