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I <br />II <br />VARIES <br />Q Z W <br />0 0 <br />Z <br />Q U <br />a <br />Z <br />(7 <br />V- Q <br />cn z 0 m Crest Length: 4,600 L.F. <br />i F Section Arec: 281 sq —ft (10.4CY/L.F.) <br />W Fv o Total Embankment: 48,000 CY <br />o_ <br />GRADE 1 <br />FOR <br />HOMOGENEOUS 3.1 SLOpE I REFEL <br />UNDISTURBED NATIVE SILTY <br />GROUND LIMIT OF OVERBURDEN SLOPE TO <br />RESERVOIR <br />MINING BACKFILL LOW POINT <br />WEST RESERVOIR LINER SECTION �- COMPETENT BEDROCK <br />auffman <br />_ SCALE 1 " = 10' _ _ _ South C <br />0 <br />Loveland, Co <br />I <br />Jtr °t/ <br />e5�e�j i(o P ov+e< Mo <br />eo 9E o 90 <br />'I Vt R 13b <br />ri i EEd o0o ao <br /><° <br />/ oke Soo Go\I� <br />6 <br />0 <br />� <br />W / <br />0 d <br />/ ', <br />u <br />Z <br />o \ <br />W i <br />cc ca'In I <br />W <br />2 oo� <br />g N ai o <br />Qco <br />0 °° <br />Q) EUU <br />� <br />-a <br />Q, <br />:3 <br />° 6 <br />Z) <br />m <br />G <br />Y Ca <br />00 J <br />�00 <br />i- <br />li <br />�I <br />ICI <br />i <br />rmootoc�wj ' <br />i <br />II <br />J <br />IJ <br />r <br />TOPOGRAPHY SOURCE: EXISTING TOPOGRAPHY <br />FROM 1996 AERIAL TOPOGRAPHY (1FT INTERVAL) <br />AND AUGUST 2009 CALVADA AERIAL SURVEY (2FT <br />INTERVAL). PROPOSED BOYD LAKE EXTENSION <br />TOPOGRAPHY (2FT INTERVAL) FROM CITY OF <br />infirl r) nnTr-n ,iimr. nntn <br />TO BE A LINED <br />GR UNDWATER RESERVOI <br />WE T RESERV IF <br />CREST kOW POINT ELEV: 487 .20 <br />KAUFFMAN PIT <br />M -78 -327 <br />EAST 5th STREET Cr, <br />- ntals, Inc. <br />inty Road 9E — <br />wado 80537 <br />/ <br />/ <br />ke Kauffman & Son, Inc. Loveland, Colorado 80537 RELEASED AREA I <br />8 South County Road 9E <br />)veland, Colorado 80537 <br />1 <br />I I 1 <br />AREA TO BE <br />BACKFILLED TO <br />2' MINIMUM <br />ABOVE <br />GROUNDWATER <br />�i LEVEL <br />l I <br />FUTURE POST — RECLAMATION <br />ROADWAY EMBANKMENT <br />CONSTRUCTION PROPOSED <br />BY CITY OF LOVELAND <br />Jake Kauffman & Son, Inc <br />808 South County Road 9 <br />Loveland, Colorado 80537 <br />CITY F LOVELAND <br />RIG T —OF —WAY <br />_..' i... ------------- ' . <br />Theo Digerness <br />5800 W 18th St. <br />Greeley, Colorado 80634 <br />7; <br />C <br />w <br />C O CO <br />0 <br />T 0 <br />C C ° <br />° 0 0 <br />a- ao <br />U U <br />C <br />E�� <br />0 0 <br />0 <br />Y 0 0 <br />Co J <br />WA 31NER/KAUFFMAN PIT #3 <br />M- 1999 -069 <br />AST RESERVOIR <br />EST LOW POINT ELEV: 4872.00 <br />2010 -2011 ROADWAY <br />EMBANKMENT ONLY <br />CONSTRUCTION <br />PROPOSED BY CITY <br />OF LOVELAND <br />i <br />IU <br />C a O <br />000 <br />\1 "� o <br />° > 0 <br />G C <br />0 o o <br />� <br />0-6 <br />i C U U <br />° r <br />E 11�JfC <br />�L) a) <br />Joke Kauffman & Son, Inc. <br />808 South County Road 9E <br />Loveland, Colorado 80537 <br />Jake Kauffman & Son, Inc. <br />808 South County Road 9E <br />4aveland. Colorado 80537 <br />Three 0 Partnership LLC <br />Douglas and Holly B. Landers 4977 Homestead St <br />3741 E Highway 402 Littleton, Colorado 80123 <br />Loveland, Colorado 80547 <br />ASNICAR PITS <br />M -80 -236 <br />(R +R Gravel, Inc. - Operator) <br />Richard J. & Lucille Asnicar <br />2217 South Arthur <br />Loveland, Colorado 80537 <br />Coulson Excavating, Inc. <br />3609 North County Road 13 <br />Loveland, Colorado 80537 <br />Colorado Division of Wildlife <br />NE Regional Office & Research Center <br />317 W. Prospect Road <br />Fort Collins, Colorado 80526 <br />j Flying W Ranch, Loveland <br />4755 14th Street SE <br />Loveland, Colorado 80537 <br />J a n (Owner of Fenceline <br />n <br />o surrounding Permit Area) <br />i <br />or �SO�A �R <br />0? <br />Flying W Ranch, Loveland <br />///4755 14th Street SE <br />Loveland, Colorado 80537 <br />(Owner of Fenceline <br />surrounding Permit Area) _ <br />N <br />O �G <br />_ -- ... <br />N\�% O 0. <br />PREPARED BY / DAT2, 1 , <br />S <br />/ River Lakes Estates <br />820 Road Runner Ct <br />Loveland, Colorado 80537 <br />CITY <br />R.O.W <br />NORTHWEST RESERVOIR REMNANT <br />PARCEL, MIN. 2' ABOVE GROUNDWATER <br />ELEVATION, MIN. ELEV: 4861. TO RETAIN I' <br />NON— JURISDICTIONAL AM STATUS <br />/ <br />POST — RECLAMATION <br />PROPOSED <br />ROAD (TYP.) <br />CITY <br />APPROXIMATE ROADWAY R.O.W. PROPOSED 20' (MIN.)RESERVOIR <br />EMBANKMENT ROAD <br />RECLAMATION HEIGHT MAINTENANCE AND ACCESS ROAD, ELEV: 4872.0 <br />� <br />RESERVOIR MAXIMUM <br />1� NORMAL WATER SURFACE <br />3 ELEV_4870.0 <br />r <br />LIMIT OF I 3 <br />POST — RECLAMATION <br />RESERVOIR LINER I 20.0' <br />(MIN.) <br />\� - - - -- ----- - - - - -- ------ - - - - -- - - - - - -- --- - - -- <br />EXISTING GRADE 1 <br />(2009 SURVEY) 12.0 <br />SECTION A KEYWAY 3' (MIN.) <br />SCALE 1" = 30' H INTO COMPETENT FINAL <br />SCALE 1" = 15' V BEDROCK RESERVOIR <br />F -Tn, <br />E <br />Q, <br />8 <br />Lj <br />