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4965.00 <br />4955.00 <br />w 4945.00 <br />w <br />w <br />z <br />z 4935.00 <br />W 4925.00 <br />L1 I&VIC, <br />4905.00 <br />0.00 <br />EXISTING GROUND SURFACE � NORMAL POOL EL= 4952.0' - - - - - <br />- ...-...-...-_.-._-...- ......------------- _.- ._- ._ --- .- EL <br />1 (NP) _ - - - - - - - ------ <br />GRAVEL EXCAVATION -- <br />11 <br />COMPACTED LIMIT OF PROPOSED <br />CLAY LINER LAKE BED <br />EL 4914.00 <br />100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 900.00 1000.00 1100.00 1200.00 1300.00 1400.00 1500.00 1600.00 1700.00 1800.00 1900.00 2000.00 2100.00 2200.00 2300.00 2400.00 2500.00 <br />DISTANCE IN FEET <br />r SECTION A -A' <br />SCALE: HORIZONTAL 1' =100' <br />VERTICAL 1' =20' <br />I <br />EL 4955.00 <br />3 <br />�1 <br />�0 <br />0 <br />m <br />�Q <br />0 <br />w <br />z <br />J <br />U <br />Q <br />I <br />3000.00 <br />I <br />LIMIT OF PROPOSED COMPACTED <br />GRAVEL EXCAVATION CLAY LINER <br />EXISTING GROUND SURFACE <br />--- ��----- _,,� ------------ <br />�1 LIMIT OF PROPOSED 1� <br />NORTH POND COMPACTED <br />CLAY LINER <br />3100.00 3200.00 3300.00 3400.00 3500.00 3600.00 3700.00 3800.00 3900.00 4000.00 4100.00 <br />DISTANCE IN FEET <br />A�SECTION A -A' (CONT'D) <br />SCALE: HORIZONTAL 1' =100' <br />VERTICAL 1" =20' <br />4965.00 <br />L9l.Y. 8 O, <br />4945.00 w <br />W <br />w <br />Z <br />4935.00 z <br />0 <br />4925.00 <br />w <br />G*11. W, <br />4905.00 <br />4965.00 <br />REV DESCRIPTION <br />DATE <br />PROVED <br />1.0 PER DMG ADEQUACY REVIEW <br />02/10/05 <br />iU <br />COMPACTED FILL <br />4955.00 <br />EL 4955.00 <br />EL 4955.00 <br />NORMAL POOL EL- 4952.0' EXISTING GROUND SURFACE <br />� <br />EL 4955.00 <br />W4945.00 <br />--------------------------- <br />- - -�-� <br />z <br />- - <br />3 <br />3 <br />Z4935.00 <br />.5 <br />1 <br />1 <br />0 <br />- <br />> <br />1 (TYP) <br />W4925.00 <br />COMPACTED <br />LIMIT OF PROPOSED <br />LIMIT OF PROPOSED <br />W <br />CLAY LINER <br />LAKE BED <br />GRAVEL EXCAVATION <br />4915.00 <br />Z <br />EL 4914.00 <br />4905.00 <br />0.00 <br />100.00 <br />200.00 300.00 400.00 50000 <br />60000 700 00 <br />LIMITS OF PROPOSED I <br />ACCESS ROAD <br />COMPACTED FILL I <br />D <br />- / <br />o (' <br />w <br />m I <br />0 <br />COMPACTED <br />CLAY LINER z <br />J <br />U <br />Q <br />2600.00 2700.00 2800.00 2900.00 <br />I <br />COMPACTED AH <br />4965.00 <br />EL 4955.00 <br />- EXISTING GROUND SURFACE 4955.00 <br />- - - - - - - - - - - - <br />^�--�v�-•.�---- <br />- ----- - - - - -- 4945.00 w <br />-- -- 3 3 � <br />z <br />� - 1 <br />1 4935.00 z <br />LIMIT OF PROPOSED COMPACTED 0 <br />:OMPACTED - - �� COMPACTED GRAVEL EXCAVATION <br />:LAY LINER _ r- � Hi`ia�3n +'za�tEd�ss�zl,uc" �' CLAY LINER CLAY LINER � <br />. - 4925.00 w <br />HORIZONTAL WELL <br />4915.00 <br />• 800.00 900.00 1000.00 1100.00 1200.00 1300.00 1400.00 1500.00 1600.00 1700.00 1800.00 1900.00 2000.00 2100.00 2200.00 2300.00 2400.00 2500.00 2600.00 2700.00 2800.00 2900.00 4905.00 <br />DISTANCE IN FEET <br />SECTION B -8' <br />SCALE: HORIZONTAL 1- =100' <br />VERTICAL 1' =20' <br />REVISIONS <br />REV DESCRIPTION <br />DATE <br />PROVED <br />1.0 PER DMG ADEQUACY REVIEW <br />02/10/05 <br />iU <br />VV .31 Weiland. h c. <br />Environmental rr Engineering <br />10395 W. Colfax. Sur7e 360 <br />Lakewood. Cn 90e1S <br />ph 303- 436 -0951 <br />fax 303- 436 -0953 <br />www.wellaridinc.com <br />FILE PIT 112 <br />EXHIBIT F <br />CONSTRUCTION MATERIAL PERMIT APPLICATION CROSS SECTIONS <br />WELDCOUNTY, COLORADO SCALE DWG NO. REV <br />AS -SHOWN 102004 1.0 <br />PREPARED FOR C <br />FARFRUMWUKIN LLLP <br />DRAWN BY: CHECKED BV: WCK DATE o2IO3IO` SHEET 2 OF 2 <br />PFW f� <br />