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S <br /> j S�2A« f qs <br /> v <br /> ... »... rMr IqN rr. .r• ♦h• N••.r <br /> cC C% goo _ 221. <br /> 1 SLOPE I WASTE I`^ATE2JAL. 1J/ <br /> Qsz� _ \ v <br /> I � � � SUESD4p1N <br /> ccQp,�NO iv <br /> EN E12 I Tp L� va . i / '_4ALE I"=I oo' �I <br /> SECTION 5 — OF PHASE II pl LE HOr1J7ONTAL AND vEQTKAl- <br /> SpTR 1 P00\7 ON /g .6 d�� T i <br /> it i L L <br /> CDLLEG.Tr�N DiTIrH 1 MAXIMUM <br /> SLOPE <br /> NW I r� WASTE MATEZAL-___ <br /> Dr _Fi ( I I ti LL <br /> I WEE" (2,UN,^ F:r- �� ` gi5 �7 - I - 8?no_ GpDu ,o o oo' 2o0' - <br /> \ (AI-1 El TIGN S71 TG H Q 7 1 5 Z <br /> N1 .•• • •N •.._- • •..•......• •H.�. .� .....f!•// � • .y.. \ y.• HOWZtJNTAL AND VEQTLAL. <br /> +• � � , •� '�� � SIJBD2AIN <br /> SECTION C—C, OF r PHASE ii PILE <br /> Ua�F-Z <br /> q q ����/ POND — _,�f� •��. ' � / <br /> S I� <br /> NOTES : <br /> 1 ) PROPERTIES OF WASTE MATERIAL AND MANGOS SHALE BEDROCK TAKEN <br /> O2s0 FROM MORRISON- KNUDSEN REPORT , ''ENGINEERING EVALUATIONS , COAL ! <br /> C / WASTr_ �gTMlti BASIN MINE'' . PROPERTIES OF COLLUVIAL SOILS WERE DERIVED F QM <br /> >5 / TRIAXIAL�TESTING OF SAMPLES OBTAINED FROM BORING W- 1 , SHO N <br /> \ 9350 'J�S 8300 �\ 200' a-I�.' � � / ���" _ o F ON SHEET 2. SSE NOTE 4. 3, 2 OF SPECIFICATIONS (SHEET 9) <br /> 2 ) AN ACCELERATION FACTOR OF 0 . 05 g WAS USED FOR THE EARTHQUAKE, <br /> STABILITY ANALYSES • <br /> v, v00_ �"� I (.!i'l_.1JN0 wATEE LEVE4 G <br /> 3) COLLAIAL SOIL IN PILE FOUNDATIOt 1S ASSUMED SATURATED <br /> AT NATl.12lu- CagoIJND SU2FACE `p..v��!� � Z �-UVIAL �G,, F J R STABILITY ANALYSES . <br /> AI LL.i <br /> I � GA`✓ � <br /> L EUEND F��_ rioN <br /> N1/-1NUJ`S "AL-E 0.GDWY y \ <br /> iY 5nT - 121 GI;F <br /> �— LIMIT OGII WASTE PILE O �.Et�IMEML�.Tf u F2�.11� LQ-AT10N <br /> LL" <br /> C FSv <br /> \ @I C.ONTOUQ ON SUP_r-AC _- OF 16 SCALE I"=ZOO' <br /> �` �IZ PILE \ �^ L.O�T10N OF (�Qp55 -�F-GTION I-ipC,ZpNTAL AND VE2TI(AL_ <br /> I TuPl�UGH Z7ILE <br /> �•-- =��o�l^I I� - A�� FIGS 2F D : STAElL_1TY ANALYSIS OF r-1 A II PILE RECEIVED <br /> \� SrIP�sA*�+ Dlvf;eSloN ` r ' C'PFGTOF �SEa DEC 11987 <br /> 2UNO WASTE PILE / MINED LAND <br /> FG C�L.F,GTION DITGJ-1 � <br /> RECLAMATION DIVISION <br /> Rt mUPE A: PLAN OF I —IA II WASTE PI <br /> '\ ZFT. M~ NOTES <br /> G GENERAL NOTES 1 ) EXCAVATE TRENCH TO MINIMUM DIMENSIONS SHOWN ALONG NATURAL DRAINAGEWAY AS SHOWN <br /> aeEE pfrAlNltrG I v IN FIGURE A AND SPECIFIED IN GENERAL NOTE 3. ; <br /> 1 ) PRIOR TO WASTE PLACEMENT (PHASE II PILE CONSTRUCTI(ON) , COMPLETE ALL CONSTRUCTION DETAILED 2) SUBDRAIN I <br /> ROCKFILL SHALL CONSIST OF DURABLE , NON-DEGRADABLE ROCK MATERIAL. <br /> ON SHEETS 3, 4, AND 5. ::• <br /> 'b i MATERIAL SHALL BEI2 INCHES.90 PERCENT OF THE MATERIAL SHALL BE OF 6 INCHES OR GREATER. MAXIMUM SIZE F <br /> 2) PRIOR TO WASTE PLACEMENT, STRIP TOPSOIL AS NEEDED LAND STORE IN AREAS DESIGNATED ON FIGURE oO 1' q cr <br /> A AND SPECIFIED ON SHEET 9 ITEM 1 . 3. USE AREA DE.'SIGNATED "TOPSOIL STORAGE" UNTIL ITS FILTE.¢.- FA62JL 3) POLYPROPYLENE FILTER FABRIC, SUCH AS MIRAFI OR SIMILAR MATERIAL , SHALL BE <br /> l <br /> CAPACITY IS REACHED, THEN USE AREA DESIGNATED "ADD:'ITIONAL TOPSOIL STORAGE". o i f G`IQ�E '�) / USED. ALL JOINTS OF FILTER FABRIC SHALL OVERLAP <br /> P A MINIMUM OF 24 INCHES. <br /> 3) PLACE WASTE IN THE AREA DESIGNATED FOR PHASE II PllLE CONSTRUCTION AS SPECIFIED ON SHEET 9, <br /> ADEQUATE SURFACE DRAINAGE OPN PILE SURFAE. CONSTRUCT BERMS AT PILE 4) EXTEND NORTHERN END OF SUBDRAIN A MINIMUM OF 10 FT BEYOND LIMIT OF PILE AND <br /> SECTION 4.0. MAINTAIN ADE <br /> Q ( �0� ! PROTECT WITH FILTER FABRIC TO PREVENT CONTAMINATION. <br /> CREST AS NECESSARY TO PREVENT SURFACE WATER RUNOFF OVER PILE OUTSLOPE. CONSTRUCT TEMPORARY <br /> BERMS OR DITC ES ON PILE SURFACE AS NECESSARY TO DIVERT RUNOFFFROM PILE SURFACE AND OVER- <br /> LYING NATURAL SLOPE INTO ACCESS RAMP COLLECTION DIITCH. CONSTRUCT SUBDRAIN AHEAD OF WASTE F . <br /> PLACEMENT AS NEEDED, AS DETAILED ON FIGURE A AND SIECTION E-E' OR OTHER APPROVED DESIGN. <br /> 4) NO SLOPE SHALL BE CONSTRUCTED STEEPER THAN 2(H) :1OV). ! <br /> ��.LE>_ ," = z' e44�-F8 WASTE DISPOSAL, DETAILED DESIUN <br /> 5) WHERE LIMITS OF THE PHASE II WASTE PILE CORRESPOND) TO THE LIMITS OF THE 47-YEAR PILE (AS C / <br /> SHOWN ON SHEET 8, FIGURE A) , RECLAIM PERMANENT SLOPPE AS SPECIFIED ON SHEET 9, SECTION 6.0. 5F C IT I ON G - � Of U f >I D 2 A N <br /> 6) PHASE II PILE AS SHOWN HAS A TOTAL STORAGE VOLUME (OF APPROXIMATELY 1 ,700,000 CUBIC YARDS. COLDER ASSOCIATES <br /> 1 730 1 WEST COLFAX AVE., SUITE 275 MID CpNTI�tENT QE�1JU2.C-e5, II`x- <br /> 7) PHASE If PILE WILL BE INCORPORATED INTO 47-YEAR PIILE AS SHOWN ON SHEET 8. GOLDEN, COLORADO 80401 ESax 158 <br /> (303) 278-8662 ALg, (_0LC2Aoo <br /> 9) THE ELEVATION OF THE TOP OF THE PHASE II PILE SHALLL NOT EXCEED 8310 FEET (EXCEPT <br /> AT THE NORTHERN END OF THE PILE) UNTIL THE STABILIITY OF A PILE OF GREATER HEIGHT DESIGNED BY (- l`1 <br /> ^' Dy�tP r <br /> HAS BEEN VERIFIED BY APPROPRIATE FOUNDATION EVALUAATION AND STBBILITY ANALYSIS. ' a CHECKED BY m5 <br /> DR"INN BY : pL APPROVED BY <br /> DRAWING N0. >- SHEET (,p OF 9 <br /> DATE �.1�f21L_IIq�(p SCALE: AS INpI(_ATEo <br /> ■,� f.f .YYtrt'AtlTS 'y`.' � /^' i - - � ^ a� �/Irk <br />