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Designed Bye <br /> Checked By : <br /> Revisions : <br /> iffiffilli : . <br /> DH-4 <br /> DH-2 <br /> DH-10 DH-12 - <br /> DH-11 <br /> NO <br /> f <br /> — — ODH <br /> DH-9 �� g6 -3 <br /> 5 _ <br /> -1 26 Ln <br /> � <br /> 1 C <br /> 2in <br /> POND <br /> H--22 DH-2 > <br /> DH-8 <br /> - - <br /> DH-1 <br /> SCALE It$ = 400' POND DH-27 <br /> + Q <br /> DH-6 F o <br /> .�.. H-24 � '-' Q I <br /> rtrarttttttrt 24O DH-20 I I <br /> DH-26 <br /> H-25 / E---4 f I <br /> � <br /> � p II <br /> DH-21 W H <br /> 230 245 <br /> DH-1 + 250 ►� I <br /> RECLAMATION PLAN NOTES w <br /> + DH-? j <br /> I, P.G,& E. PIPELINE IS PROPOSED TO BE RELOCATED. r--� <br /> POND 25 <br /> 2 SUBJECT PROPERTY WILL BE USED FOR GRAZING CATTLE AND <br /> 235 0 �-+ <br /> FUTURE PONDS. <br /> 3. F'HASF_ i OVERBURDEN PRESENTLY USELI AS ROADFILL. <br /> 4. SUSEQUENT PHASE OVERBURDENS TO BE BACKFILLED ONTO PREVIOUSLY <br /> EXCAVATED PHASE OR USED TO CONSRUCT POND LEVEES. <br /> DH-19 <br /> 5. THERE WILL BE NO STOCKPILING OF OVERBURDEN AFTER FINAL RECLAMATION. <br /> 6. EXCAVATION OF MATERIAL WILL BE DONE IN SUCH A WAY AS TO KEEP ANY <br /> SILTATION FROM ENTERING STREAMBEDS. <br /> ttr++t <br /> 7. EXISTING STREAMS OUTSIDE OF WORK AREA DO NOT CARRY ANY MEASURABLE <br /> AM"NIT NIT OF FLOW <br /> DH-18 8. EACH REHABILITATION PHASE.TO BE SLOPED WITH OVERBURDEN TO DIVERT <br /> DH-17 ST vl WATER TO POND AREAS. <br /> 9. POST QUARRY PODS WILL BE USED FOR STOCKPONDS. OR WILDLIFE AREAS, -71 <br /> �] <br /> rtr.r� D <br /> PON z <br /> rrrttt <br /> ttrtrtrttt �,., <br /> J <br /> ntttrttttrttf.a.aa+atauttr.uaa..aasauast.rrrnrirrrnnrrnrrf�rrirrrrrrrrrrrrrrirfrrirrf.rf r . t� ' ft�'a�.aa.ttTrr�rrrr.i ��r�rt���r�+ . C <br /> Z <br /> 0 <br /> ..� <br /> LEGEND Q <br /> • •• <br /> PROPOSED SE PERMIT UNE <br /> Q <br /> dill III rrIII INS rlrrrrr, PROPERTY LINE <br /> J <br /> PROJECTED DISTURBANCE BOUNDARY U <br /> ■ - DRILL HOLE LOCATION ENDWALL SLOPES WILL BE <br /> Mr��riRr HHrrtr�r r11i� f��tf'ttrrtiFr��t•r�� � �t �ri�rrtit r <br /> - 240 - ESTIMATED QUARRY FLOOR ELEV REDUCED TO A MAXIMUM <br /> 711 <br /> SLOPE OF 1.5 TO I AND REDUCED Cf) <br /> TO A -3 : 1 WHEN OVERBURDEN <br /> Date: <br /> TYPICAL POND MATERIAL IS AVAILABLE 2 / 94 <br /> PROFILE <br /> Draws By: <br /> NATURAL //,• <br /> GROUND. T. KUNTZ <br /> 3, RESPREAD TOPSOIL/OVERBURDEN NOTE: THE QUARRY WILL BE RESPREAD WITH ALL <br /> scale: <br /> I TO 3 FEET <br /> AVAILABLE TOPSOIL AND / OR OVERBURDEN. <br /> WATER LINE � /�/a <br /> THERFORE FINAL POST RECLAMATION I" = 400' <br /> ELEVATIONS SHOULD BE I TO 3 FEET HIGHER <br /> QUARRY FLOOR THAN THE ELEVATION SHOWN. <br /> Sheet Number <br /> SCALE: <br /> " = 1O' <br /> 7 Of 7 <br /> File Number <br />