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r <br /> Lorencito Drill Agreement <br /> 2. Drainage and erosion control measures for new access road <br /> construction; cleanout/maintenance of existing access road, as needed; <br /> Berms/ditches will be used to keep water from flowing off the drill pad and new <br /> road construction. There will be a silt fence down slope to catch sediment at the <br /> downslope side. Maps 3 and 4 show the typical drill pad design. Ditches will be <br /> constructed on the upslope side of the drill pad, and a sump should be built <br /> - - - - --d nslopc side of the pad if pad is located on a natural hillside. For a naturally flat <br /> drill pad location ditches around the drill pad will surround the pad and lead to a <br /> silt fence to allow for the escape of water but retention of sediment. No cleanout is <br /> necessary on the existing access roads. NECC will grade used existing roads used <br /> for access, once after the project is done, in agreement with Evergreen for <br /> maintenance. <br /> x-,r.ar so r.�s',ra•we v.e x-,..�x•r.n.:w as v.a <br /> antrna[,:.era a.ee a no.r or roa .en.�..e c.,nyvor:w <br /> t <br /> Asrei 0r'IDb M Cr IAWinn!•�••wr....D,d aft rM <br /> .y..vhM.L11..if!C. mn•,Vnr. <br /> ,.r.� .e..w._ <br /> Q m <br /> IM' &.In[. BB R.rBmeE Fw.lew <br /> Ern -. _... ....... ti.w ........... -•._-.sr�w arr <br /> r <br /> Scan R 8us'T_ r <br /> Map 3 <br /> Isreacito Tract <br /> Typical Drill Pad <br /> Natanl Hill ide C'onfi{aration <br /> vxnox• <br /> 4 <br /> Exhibit A 9/24/2020 <br />