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00 <br />a <br />480 <br />�� °y X0 5 <br />m <br />C. <br />ON <br />oy <br />a� <br />'761 <br />e <br />0 <br />4805 49xp0 / <br />CD <br />o l_ / e <br />480 i A8p5 / b� / x / - <br />p �B c " <br />p B� s i 4810 00 <br />PROPOSED SOIL - BENTONITE to i' 4615 q8\b 00 <br />p er ° <br />'11 60 61 (SEE D CUTOFF W <br />ETA SHEET 12) 481 4815 0 44+ / 0 h <br />a -17 <br />O G2 _ . - - — — — 4 +00 <br />0 q81' <br />38+0*1�+T — — 4t + - 00 — a <br />0 <br />C <br />I <br />D <br />C21 <br />ha °5 I <br />4 110 Dc../' <br />SEE %WEr1Tj <br />_ -20 <br />4 C� 19 4815 0�h <br />C I <br />(SEE SHEET 11) <br />48 (15 <br />as <br />4815 <br />g 815 <br />b <br />20 ?OOI <br />9J and Sa ery141 <br />ft <br />- a TFG ATEOLDRIVERCHANNEL <br />48 36x00 ( <br />/ FINAL DESIGN DRAWINGS <br />r C - 1 6 R S GOWANDA 1960 7.5 <br />3 MUADRANGLE) JULY, 2006 <br />— ✓ 4615 <br />4825 4815 CONSTRUCTION <br />6x� 48 0 48 <br />3, �. � � 2 / { <br />I I <br />A$�0 5 y 4815 <br />X20 q8,5 481 4815 I i PT 1 PACKER TESTS LEGEND: NOTES: <br />1 (WMC, JUNE 2006) <br />��>� " " 1. TOPOGRAPHIC BASE MAP PROVIDED BY CARROLL 8 LANGE, INC. <br />Aa � 2 l � � I I 111 <br />o C -PS-1 • BORINGS (CARMA, MAY 2006) <br />48 A8 '\ 481 Q y I I 2. PROPERTY LINES SHOWN ON THIS DRAWING PROVIDED BY <br />�4 20 4a� C-1 • BORINGS (CARMA, 2006) CARROLL 8 LANGE, INC. <br />Q _ _ I 3. LOCATIONS OF ABOVE AND BELOW GROUND PIPES, <br />0 <br />4 <br />y C <br />/ \ _ I PT -1 PACKER TESTS ( CARMA, 2006 ) STRUCTURES AND UTILITIES ARE APPROXIMATE. <br />1 /� \� / - - I <br />0 1 , I G1 PROPOSED PIEZOMETERS 4. WMC PACKER TEST PT -3 TO BE COMPLETED UPON COMPLETION <br />ALIGNMENT <br />B { - mil' Ag20 <br />�� „/'J OF FINAL SITE GRADING BY OWNER. <br />PT 4 C 2 , *, � � ` _ � �:. ' �-_ /_\ � ' � <br />PLATFORM MAJOR CONTOUR 5. WATER SURFACE SHOWN IN BAYSHORE PONDS REPRESENTS <br />Q (L ° I J QN I SURFACE OF WATER ON THE DATE OF SURVEY AND DOES NOT <br />/ t 481 PLATFORM MINOR CONTOUR REPRESENT THE SURFACE OF WATER THAT MAY BE IN THE <br />n <br />- - __ PONDS AT THE TIME OF CONSTRUCTION. <br />x <br />/QO a ti �lo 1 48 5 ,� (�� I A I <br />S { I - - - - - SECTION LINES 6. GRADING OPERATIONS ARE ONGOING AND IN SOME AREAS. <br />( � ELECTRIC LINE <br />SEE SHEET 11) <br />1 � <br />� i r <br />0 50 100 I ' WATER SURFACE ACTUAL TOPOGRAPHY MAY DIFFER FROM TOPOGRAPHY SHOWN. <br />/ ( �.� � <br />WATER LINE <br />- - - - - -- - - - - - - Scale in Feet I - - - GAS LINE <br />r <br />SOILS (SAND, CLAY AND GRAVEL) PROFILE AND GEOLOGY LEGEND <br />- - - <br />� - - - -- PROPOSED TOP OF SLURRY WALL <br />- - —r- - --- - -- _: SANDSTONE L -- - -- -- - - } - <br />8 MATE OLD ST. VRAIN RIVER PLATFORM LEVEL <br />- - - - - <br />CHANNEL LOCATION - - - - <br />- - - - -- � CLAYSTONE BEDROCK SURFACE BASED ON BOREHOLE DATA C <br />- -- - - - - -- - - - -- <br />SANDSTONE INTERBEDDED WITH CLAYSTONE - - - EE PROPOSED -�- - - - 850 <br />PROPOSED SLOP SED BOTTOM OF SLURRY WALL <br />SAN P <br />4 <br />-_� -- � -- <br />-- - - -. -- - - __ - ASSUMED GROUNDWATER LEVEL BASED ON BOREHOLE <br />4 840 - - DATA AND SURVEYED POND SURFACE ELEVATION _ - -_ - ----- <br />. <br />- - -_ - _ -- - - -- - - } - __- <br />42 ___ -_- BOREHOLE LOGS PROVIDED BY TERRACON <br />4 -- — _ _ — -- — --1— 840 <br />-- - -- — — - -- — i — — _— — — — ± — <br />C -- - - - — -- - -- - - - - <br />-- - - _ - - �- - -- - - - t ) -. <br />- — -F _. - - - -— -- —T - — - -- <br />N _ - <br />4830 _ __i - o� - r_ 7 - . - �- - -- Z +Me►a�.�aunE - - <br />400'lt --4-- + <br />d - - - - -- + - -- w v - <br />— — — � -_ - _ —__ - _ - -_ - -- U <br />a <br />�- -� Z ~ 4830 <br />Co — - - m <br />4820 _ is — _ — -- -- _ _ -- — — <br />— 0.00% t' <br />- - - -- _ _- <br />-- - -' -- 4820 <br />- - -- - - - - - -- _ - - <br />— -- <br />1 <br />- F - - - -4- - - i — -_ -- - +- — - t <br />9 V <br />—� --� <br />' I <br />4810 _ - -- -- �- _ - 4 �- - - - <br />. -- - - - ---F 810 <br />4800 -- — —- _ _.. — - - - - —— -— —� — —— <br />— — — — — — _ - -- — — — — ._ — — — -- -- — t _ — _ - _ _— — — _ 800 <br />— _ , _ k -— <br />_T_ <br />- - ;— <br />-- " -- -- -- - - - - - -- - - -- - - - - - - -- -- 'r - - -- - - - - - Tyr - - -- - - <br />- - "- -. - -- - - -- - -- - -� - - -- -- -_ _ .f. -- r - - -- - -- - -- -- - - - - - - - - - -- -- - - -- - <br />- _ - - - — — <br />4790 —— _ _ � + — - � _� — - -- __— -� <br />w ' -n <br />DRAWING NO REFERENCE DRAWING TITLE ION r OF REVISION --BY DATE � 3 1 +00 32 +00 33 +00 34 +00 3 +0 0 36 +00 3 7 +00 3 8 +0 39 +0 (0 40 +00 41 + 42 +0 4 +00 4 +00 45 +00 46 +00 47 +00 48 +0 0 49 +00 50 +00 51 +00 52 +00 5 +00 54 +0 55 +00 56 +00 57 +00 58 +00 59 +00 60 +00 6 ` <br />TES: PREPARED FOR <br />Permit # 1982 -01s Confidential? N — - - - -- <br />\ BAYSHORE POND SOIL- 13ENTONITE CUTOFF WALL DESIGN <br />W1-lTER <br />Class General Documents Type Se PLAN PLAN AND PROFILE STA 31+00 - 61+00 <br />Doc Name <br />Doe D MV #= Inspection Date — <br />ate Soil- Bentonite Other Carinarma vs <br />date stamp) 11- 20-2007 -- CLIENT: GEO -CON PROJECT: BAYSHORE PONDS <br />il Cutoff Wall Desi n Sheet 7 of 1� 0 50 100 0 5 10 MANAGEMENT DEVELOPMENT <br />From DRMS / Ba— h—°fe <br />To DRMS /other DRMS JOB ' FILE: DRAWN CHECKED: <br />Recipients <br />Scale in Feet Scale in Feet C4 CeQ -Con CONSULTANTS 2676 SHEET7.DWG : PGQ DP <br />- Horizontal Vertical DATE: <br />Dom, CO JULY 2006 PLAN: SHEET 7 OF 12 <br />