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POND <br />EAST TAYLOR PONO-010A <br />I <br />Rs,9Bo <br />I <br />LEGEND <br />SECTION LINE <br />3+ Year Growth (CN =62) <br />1 to 2 Year Growth (CN =80) <br />U� <br />Q <br />J <br />m <br />95. <br />�V <br />R.i <br />9 <br />20 0 ego <br />QO <br />R- <br />25 �Q <br />1--4 <br />30 +39 <br />NEW EAST TAYLOR DITCH <br />EASYTAX0O 10NQ01oA <br />H <br />a <br />L <br />3 <br />3x4 <br />�1;6 Y <br />SECTION 16 FILL <br />ot 5 1 <br />0 <br />rA <br />W E <br />S <br />500 0 500 1000' <br />CONTOUR INTERVAL 25 FT <br />PMT 0112 <br />135 <br />130 <br />115 <br />12O <br />90 <br />95 <br />85 <br />100 <br />U� <br />h <br />O <br />105 U <br />UJ <br />�Q <br />110 <br />all <br />PO2 <br />209 ,5 - <br />T <br />ti <br />s �sr <br />h AST <br />Fj fP2 < <br />8 <br />Worst Case Hydrologic Assumptions <br />Exh: 7 -141, Figure 1 <br />East Taylor Drainage <br />�A E 1" = 1000 <br />Dart 4 <br />COAL oawc. er� <br />�.,, contpANV AvvNOV onv. <br />uawc rvo. <br />C.I. Coal6Gompany <br />No. REVISION DATE BY CHK <br />TR- 2018 W..t ni. og c dro 8129114 TCP KRB <br />1 o4 Condition <br />R- Updated Page Number 12/09/14 TO TON <br />Page Exh. 7 -141 -4 <br />