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2007-11-20_GENERAL DOCUMENTS - M1982015 (9)
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2007-11-20_GENERAL DOCUMENTS - M1982015 (9)
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Last modified
8/24/2016 3:18:34 PM
Creation date
3/12/2008 9:06:16 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1982015
IBM Index Class Name
General Documents
Doc Date
11/20/2007
Doc Name
Soil-Bentonite Cutoff Wall Design; Sheet 8 of 12
From
Carma Bayshore, LLC
To
DRMS
Media Type
M
Archive
No
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- - p, —ar —a <br />°'ff <br />aw —a a _ .. ` <br />5 i (sE�SHEET -41) - - �!_ '� I ( 4 <br />s " V1 9 \ q <br />- --- `� -- -- - - - - -- 4845 t '\ 4845 � i,�� // \ - - -- - - - 0 s _ <br />�/ A6 \ \ / l l - /7 84 �I <br />i �5 4835 / // I <br />/ L g �\ ✓ _ 4850 \ ) /� \ - - <br />II � <br />Opp -- <br />------------ <br />5 _s_srs__- s- " "T3- _?- ^�•-- -1 - -- \- 1^- 4841 5 t•l .. - -- \ \i ' \\ �nk F <br />- - - - - - - - - - - S - - \ - 4840 a� �- j �/ 48 5 -� / pa ° 4805 4805 4805 �- - <br />- -- ' + P x`'24 <br />op <br />I a� <br />L3 <br />0C) y <br />- 1 C -32_ I i _ <br />4835 / . � - �, �- �� ^y <br />0 \ \ \ � �� / -�' 4805 O� P <br />_ r r <br />V ��,�\ \ l 'V - -3 _� 5 \ s�\ �\\ 48 / � k �� / %i �.. ^ tl O <br />_ y (v{ I 0 <br />� CD - <br />�A 86 +0 85+00 <br />/ ��"`ii $3 +00 RO ED STORM <br />- �1 5 SEWE IP6 <br />5 i 48 j 64 - - � <br />f c NEW SOIL - BENTONITE <br />_ I <br />/ - g Pit / °/ G CUTOFF WALL I RCP PRO POSED D �. NOV <br />r ^ <br />�1 N`r f� Division of Reclamation, <br />,g1 }p0 � � r� ✓ (SEE SHEET 11) Mining ndSa <br />kq <br />\ 1 <br />ROPOSED PUMP a <br />0 STATION 4805 I moo° �° <br />93 <br />a +oo ° ae JQ� FINAL DESIGN DRAWINGS <br />4 a�° C �'�.' C7 JULY, 2006 <br />CO <br />CONSTRUCTION <br />oPOSED I � \Na <br />WATER LINE I MP x91 O / LEGEND: NOTES: <br />4805 X PT 1 PACKER TESTS C, JUNE 2006 <br />(WM ) 1. TOPOGRAPHIC BASE MAP PROVIDED BY CARROLL & LANGE, INC. <br />L ROPOSED o' <br />CO <br />SANTITARY I i a C-PS -1 BORINGS (CARMA, MAY 2006) 2. PROPERTY LINES SHOWN ON THIS DRAWING PROVIDED BY <br />SEWER J ' J`" '' ^yZ�r CARROLL 8 LANGE, INC. <br />C -1 0 BORINGS (CARMA, 2006) <br />4805 ���. r. <br />Oh s� / 3. LOCATIONS OF ABOVE AND BELOW GROUND PIPES, <br />C -PT -1 � PACKER TESTS (CARMA. 2006) <br />WL 4813.1 STRUCTURES AND UTILITIES ARE APPROXIMATE. <br />PROPOSED PIEZOMETERS 4. WMC PACKER TEST PT -3 TO BE COMPLETED UPON COMPLETION <br />C -2 1 J G1 + OF FINAL SITE GRADING BY OWNER. <br />oq ` / ALIGNMENT <br />[� 5. WATER SURFACE SHOWN IN BAYSHORE PONDS REPRESENTS <br />PLATFORM CONTOUR CONTOUR <br />SURFACE OF WATER ON THE DATE OF SURVEY AND DOES NOT <br />PLATFORM MINOR CONTOUR REPRESENT THE SURFACE OF WATER THAT MAY BE IN THE <br />ELECTRIC LINE PONDS AT THE TIME OF CONSTRUCTION. <br />4 10 <br />h 1 + <br />SECTION LINES s� <br />(SEE - - - - - 6. GRADING OPERATIONS ARE ONGOING AND IN SOME AREAS. <br />C <br />O 50 100 WATER SURFACE ACTUAL TOPOGRAPHY MAY DIFFER FROM TOPOGRAPHY SHOWN. <br />_. <br />G pp r - �' �� 4 �� <br />- <br />20 <br />I - -- ' - -µ- WATER LINE <br />Scale Feet a <br />i <br />G " \ - <br />° le in F� 4 <br />1 0, �-_ I320 I 4815 <br />- GAS LINE <br />PROFILE AND GEOLOGY LEGEND - <br />a SOILS (SAND, CLAY AND GRAVEL) PROPOSED TOP OF SLURRY WALL <br />E SANDSTONE EXISITING SLOPE PLATFORM LEVEL <br />-- - - -1 - - <br />PROPOSED SLOPE BEDROCK SURFACE BASED ON BOREHOLE DATA - - - y = _ - - 050 <br />4850 CLAYSTONE _ _ -- - �_ I _ v <br />PROPOSED BOTTOM OF SLURRY WALL <br />SANDSTONE INTERBEDDED WITH CLAYSTONE T -_ _ L - - -- - <br />ASSUMED GROUNDWATER LEVEL BASED ON BOREHOLE - - <br />- -- - - <br />DATA AND SURVEYED POND SURFACE ELEVATION - v, I - - -� _ _. � --T - <br />LIMITS OF CEMENTITIOUS BACKFILL s _ L <br />BOREHOLE LOGS PROVIDED BY TERRACON o � - � - - - � - - -- - ' _ f - _� <br />- t rt - — 840 <br />4840 - _ - - - -- - - -- <br />/ C0 -- - -- - <br />5 - <br />- q - o - _ - - - - - - - <br />+ i <br />-- - -- - <br />�, -- - - -- rt - - -- - -- - - - 830 <br />_ <br />4830 -- - <br />_ _ I _ �— f7 <br />7 4- { V — <br />L <br />71 a; _ J I ' I u O LL ¢ v BE B� INSTALLED o 8` PII�II� <br />a - - - - - -- <br />N w O <br />N F' 6 n`. 0.112% - - - <br />L b (2) - 'c _ fi _ 16' PIPE TO - <br />0.009(► '- � <br />4820 / - - +- BE BE INSTALLED _ - - - 820 <br />- r-T <br />- _ - -- - - <br />30' RCP PIPE TO - - - - - -- _ -- <br />BE BE tNSTA1 LED <br />- - -- - -- - _ -_s ;;; _ - _ -_- - - = - -� - - - - 810 <br />4810 - x „ _ - - <br />— <br />;,: <br />-� <br />— =fi -- - — - - — - - -t - - - - -- — - - - - -- - -� - - T- <br />4800 - - -- - - - 800 <br />-- - -- - <br />4790 i i i I i i i i i I I I I I I I I I I I I I I I I I I� I I I I I I I I I I I I I I I I I I f I I I I I I I I °.�'� <br />�; 198 <br />5 <br />e <br />NJ <br />61 <br />+00 62 <br />+00 63 <br />+00 64 <br />+00 65 <br />+00 66 <br />+00 67 <br />+00 68 <br />+00 69 <br />+00 70 <br />+00 71 <br />+00 72 <br />+00 73 <br />+00 74 <br />+00 <br />75 <br />+00 76 <br />+00 77 <br />+00 78 <br />+00 79 <br />+00 80 <br />+00 81 <br />+00 82 <br />+00 83 +00 <br />84 <br />+00 85 +00 <br />86 <br />+00 87 <br />+00 88 <br />+00 89 <br />+00 90 <br />+00 <br />e. <br />" NO. <br />RFFFRENQP r RA N TITL <br />REVISION <br />DESCRIPTION OF REVISION <br />BY <br />DATE <br />NOTES: <br />PREPARED FOR <br />BAYSHORE POND SOIL - BENTONITE CUTOFF WALL DESIGN <br />Permit # 1982 -015 Confidential? N <br />WATER <br />PLAN AND PROFILE STA 61 +00 - 91 +00 <br />Class General Documents Type Se <br />MV# Inspection Date <br />CLIENT: <br />GEO -CON <br />PROJECT: BAYSHORE PONDS <br />Doc Date (if no date stamp) 1 1 -20 -2007 <br />MANAGEMENT <br />DEVELOPMENT <br />Doc Name Soil - Bentonite Cutoff Wall Des4mn Sheet 8 of 12 <br />0 50 100 0 5 10 <br />JOB: FILE: <br />DRAWN: CHECKED: <br />From DRMS /Other Carma Bayshore, LLC. <br />To DRMS/Other DRMS <br />� � <br />� <br />C4 Geo-Con <br />7 <br />CONSULTAN <br />2676 SHEET8.DWG <br />PGQ <br />DP <br />Scale in Feet Scale in Feet <br />Recipients <br />Horizontal Vertical <br />Delver. CO <br />DATE: <br />JULY 2006 <br />PLAN: <br />SHEET 8 OF 12 <br />
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