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�� i 0 y "s' 483 \"i, - - <br />Tv O i Ag6 / / r/ 3kpp 4 4 <br />y <br />cp�S ��� X 9$20 00 ,1 j 1101 <br />co <br />tlO <br />co <br />4810 <br />NO <br />Q� 483 1I �\ \N g p0 ROPOSE ORM <br />SEWER PII a / / � �/ y A c ' <br />�pcG T / / '� o a <br />/ <br />C -43 �, f�' `r b /l / /l� 4815 8810''' / b825 ry <br />cNEWSOIL - BENTONITE <br />• l <br />CUTOFF WALL <br />a ��� <br />1' 3( L <br />4835 a0 ° 2 4A <br />ry <br />4820 <br />ELECTRIC LINE Q <br />4835 �P TO BE SLEEVED <br />,� EINALQESLII\C DRAWIN <br />JULY, 2006 <br />I (DES" �% CONSTRUCTION <br />° 3 i <br />I 10 ° ° ' ' <br />{l r <br />\ v o o <br />o m LEGEND: NOTES: <br />N n / l <br />�° = 30 PT 2 O� / 5 0. A� y a m'� ° ` -T \ N 7 ¢ �/ � / ' ¢i PT 1 } PACKER TESTS (wMC, JUNE 2006) 1. TOPOGRAPHIC BASE MAP PROVIDED BY CARROLL & LANGE, INC <br />I �} C -45 N C -PS-1 BORINGS (CARMA, MAY 2006) 2. PROPERTY LINES SHOWN ON THIS DRAWING PROVIDED BY <br />P II CARROLL 8 LANGE, INC. <br />C -1 BORINGS (CARMA, 2006) <br />^ <br />/ 48 0 / / !i C o- 3. LOCATIONS OF ABOVE AND BELOW GROUND PIPES, <br />20 4 810 I 48 10 v // // `; C -PT -1 4815 PACKER TESTS (CARMA, 2006) STRUCTURES AND UTILITIES ARE APPROXIMATE. <br />a O I / // / <br />/ I 'V PROPOSED y PROPOSED PIE20METERS 4. WMC PACKER TEST PT -3 TO BE COMPLETED UPON COMPLETION <br />OD ' o v / OF FINAL SITE GRADING BY OWNER. <br />a I ' / fff i ALIGNMENT <br />p0I ~ n I PROPOSED STO <br />ROPOSED STORM // 5. WATER SURFACE SHOWN IN BAYSHORE PONDS REPRESENTS <br />PT— w 'v o I / / - PLA MAJOR CONTOUR <br />N SEWER PIP <br />E I p © SEWER PIPE / / g i SURFACE OF WATER ON THE DATE OF SURVEY AND DOES NOT <br />Go <br />/ i PLATFORM MINOR CONTOUR <br />/ <br />o I N SUNSET LAKE '� l jl l ELECTRIC LINE REPRESENT THE SURFACE OF WATER THAT MAY BE IN THE <br />i I ° / ! i -,_ PONDS AT THE TIME OF CONSTRUCTION. <br />4810 <br />I �° - - - - - SECTION LINES 6. GRADING OPERATIONS ARE ONGOING AND IN SOME AREAS. <br />r / I 0 50 100 a ACTUAL TOPOGRAPHY MAY DIFFER FROM TOPOGRAPHY SHOWN. <br />WATER SURFACE <br />4810 Scale in Feet soh " / 1 `9?p - s^ - WATER LINE <br />\e <br />- �, <br />AS LINE - <br />--4 F �\/ D— <br />ROV <br />A O�f rP . - -_ -_ <br />OD AEI , ✓ " - - - -- -- - -- - - - t -- -- -�- -- - - - - - - -- - - - - - - - - -- -- -- Musing _ dy <br />- - - - <br />4 <br />85 <br />4850 <br />I <br />� <br />I ' APROXIMATE <br />11 -- - - <br />LIMIT OF GRADING 4840 s <br />o _ N - -- -- - - — — i — — - - 484 <br />0 - _ - — — ' �z �� - : — ` ` - _ — - -- _ - <br />s t� � <br />111 -L ti <br />t�fATCHLINE - o -4- 81 <br />�- _ m ! - - _ � -- -_ � -- mo o- <br />- - ti <br />r U a �. _ - �- m ° - - <br />-- - - -- v a` ' Q m - -- - - -- -- <br />:.- - - —J 1 rt s c ` <br />I _ ^ 4830 - - -: r - — �_ - - - — + -- — -- —r- 483 <br />CO <br />r.n -- - <br />c <br />i - - <br />( - �_ ' - ` - -- t- -- _- _ - - - _ - - -- <br />- 4820 r _ - - -- _._ <br />- �- 482 <br />1 , <br />4815 l — _ <br />_ - <br />^ <br />BEGIN/END SOIL 4820 482 6 �- -- - - -r- -- - _ T <br />� - - -- / <br />II• 815 B CUTOFF I Nfi�LL 4820 A 5 p0 481 0 _ _ _ - - rt - - - _ _ T: - / � - - <br />T <br />._ _L- _ - -+ -�i- - - <br />— v <br />_ _ - - 481 0 <br />I I o 482 - - - - <br />fill" ^ 1 4825 C�2 O - _ _ - - - t I - I - <br />C 3 — - __ _ - -_ _ <br />' =- -- ° - -S 4 ' p , , Y 4800 - - = -- - - — - - 4800 <br />Iti 2 y -- � � � —T � - -a- <br />t 1 k -_ _.— i_ - __ _- Tom= <br />^ I -- - -- -- - PROFILE AND GEOLOGY LEGEND <br />48 ( SEE _ _ -_ _ �_ - _ - SOILS (SAND, CLAY AND GRAVEL) PROPOSED TOP OF SLURRY WALL <br />n III _ T 1 ' pa ° � - { -- t - F7 SANDSTONE O GAS LINE ACTIVE FOUND AND PRESERVED PLATFORM LEVEL <br />�i BEDROCK SURFACE BASED ON BOREHOLE DATA <br />�I ' � (`� V 4790 <br />25 - - - - --t - - - -- EXISITING SLOPE _ <br />[ i « J 5 Q\ - " CIAYSTONE PROPOSED SLOPE PROPOSED BOTTOM OF SLURRY WALL <br />30 4825 eep} 4790 <br />/ _ , 83 ` <br />C.. - SANDSTONE INTERBEDDED WITH CLAYSTONE ASSUMED GROUNDWATER LEVEL BASED ON BOREHOLE <br />Q DATA AND SURVEYED POND SURFACE ELEVATION G ¢`•• •• <br />N S� <br />q5 LIMITS OF CEMENTITIOUS BACKFILL "BOREHOLE LOGS PROVIDED BY TERRACON <br />J +00117 +00118 +00119 +00120 +00121 + 00 1 + <br />122+ 00123+ 00124+ 00125 +00126 +00127 +00128 +00129 +001130 +001300132 +00133 +00134 +00135 +00136 +00137 +00138 +00 <br />DRAWING NQ. REEERENGE D AWING TITLE REVISION Y AT NOTES: PREPARED FOR BAYSHORE POND SOIL - BENTONITE CUTOFF WALL DESIGN <br />Permit Iq�ConfidentiaP N WATER PLAN AND PROFILE STA 117 +00 - 138 +00 <br />Class General Documents Type Seq CLIENT: <br />- Inspection Date- GEO -CON PROJECT: BAYSHORE PONDS <br />MV #� 1j.')0 - 2007 0 50 ,00 0 5 ,o MANAGEMENT DEVELOPMENT <br />Doc Date (if no date stamp) <br />Doc Name Soil- Ientoniteau IZiLLC'nsheet10of1_ CONSULTANT JOB: 2676 FILE: SHEETI0.DV1rG DRPtWN PGQ CHECKED: <br />From DRMS other cam— Scale in Feet Scale in Feet Gec� -Con <br />DP <br />To DRMs/other D�RMS Horizontal Vertical DATE: PLAN: <br />Recipients <br />Denver, CO JULY 2006 SHEET 10 OF 12 <br />