1987-12-01_PERMIT FILE - C1981017 ‎(76)‎

• Permit No: C1981017
• IBM Index Class Name: Permit File
• Doc Date: 12/1/1987
• Doc Name: 47-Year Waste Disposal Conceptual Design
• Section_Exhibit Name: Map II-B-App 5-8 Sheet 8 of 9
• Media Type: M
• Archive: No

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6 JJJ SECTION 5 - F� of A_*1_�- YE- PIL-E
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�EGINYEN'r'�T�"%N ` `qo d,2? H0217_ONTAL LWO VER.TIC.oL
zSo SEcr�oN c — c' c 47— YEAV, PLF,
GENERAL NOTES
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j 1 ) THIS DESIGN IS CONCEPTUAL ONLY AND MUST BE FINALIZED PRIOR TO ANY CONSTRUCTION,
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ILMAxlr�ur�t Z �' ��'� > 2) 47-YEAR PILE WILL INCORPORATE CONFIGURATION AND CONTENT OF PHASE II PILE DESIG'!
ON SHEET 6.
Z
NE':'.T 21,1N Ors'.: �'. • U ,ii—�� �,LChE II— �,/ASTE, NIATEC�JIAI_'-� 4 �,
Z �J- 3) PRIOR TO WASTE PLACEMENT IN NEW AREAS, STRIP TITPSOIL AS NEEDED AND STORE AS
UESIGNATED ON FIGURE A AND SPECIFIED ON SHEET 9.0, ITEM 1 . 3.
ii � to Ef>` ! ✓ <�r'+
It // f > <, ✓i� / 3900 — 4) PRIOR TO DISTURBANCE OF THE' PHASE II STREAM DIVERSION BY ADDITIONAL 4ASTE r'LACI --
MENT, CONSTRUCT PERMANENT STREAM DIVERSION AS SHOWN ON FIGURE A AND SECTION E-E' .
CHANNEL PROTECTION MUST BE USED FOR ALL SECTIONS Of CHANNEL. IT MAY BE DESIR-
ABLE TO USE ENERGY DISSIPATORS OR DROP STRUCTURES IN PLC CE OF RIPRAP TO CONTROL
// c`_ SCALE I„�Z�i �.U6DG.41N
EROSION. PERMANENT STREAM DIVERSION IS DESIGNED TO CARRY 100-YR/24-HR PEAK FLOW `
' , -JrG170NTAL AND VE2T1(AL
WITH A MINIMUM FREEBOARD OF 0. 3 FT.
Z. JEL7-fON I� - D C �F �7 -YEA2 PILE 5) CONSTRUCTION OF 47-YEAR WASTE PILE WILL PROCEED IN ACCORDANCE WITH SPECIFICATIONS
J { / DETAILED ON SHEET 9, ITEM 4.0. NO SLOPE SHALL BE CONSTRUCTED STEEPER THAN
". 2(H) :1 (V) .
b oo ) { 6) EAST AND WEST RUNOFF COLLECTION DITCHES AND SUBDRAIN WILL BE CONSTRUCTED AS
Its \ NEEDED ACCORDING TO PILE DEVELOPMENT. SUBDRAIN WILL BE CONSTRUCTED AS DETAILED
\ \,. ON SHEET 6, FIGURE E. EAST AND WEST DITCHES MUST BE REDESIGNED AND UPGRADED AS
AC RS NEEDED TO HANDLE RUNOFF FROM EXPANDING PILE AREA.
. .
7) ADDITIONAL SEDIMENTATION PONDS MAY BE LOCATED AS SHOWN ON FIGURE A, AS NEEDED.
ADDITIONAL PONDS MUST BE INCLUDED IN A DETAILED DESIGN OF PILE CONSTRUCTION BE-
I YOND PHASE II. UPPER AND LOWER PONDS AS SHOWN ON SHEET 5 MUST BE UPGRADED AS
NEEDED TO HANDLE RUNOFF FROM EXPANDING PILE AREA IN DETAILED DESIGN.
Fel
\ 4
NEOUS
1 RECLAMATION OF PERMANENT SLOPES PILE AS SPECIFIED ON SHEET ITEM 6 2
• 8) ADDITIONAL RUNOFF DUE TO EXPANDING PILE AREA MAY BE MINIMIZED BY CONTEMPORANEOUS
L; Of 9
�_- _ \ 2 5
2 FT ..... rr
9) WASTE MAY BE PLACED UNTIL THE FINAL CONFIGURATION AS SHOWN IN FIGURE A AND SEC-
/
� 1 �1A CM
� ? -` � - r� \\ TIONS B-B' THROUGH D-D' IS REACHED.
10) 47-YEAR WASTE DISPOSAL PILE AS SHOWN HAS A TOTAL STORAGE VOLUME OF 7,800,000 4 FT. M IN C" CUBIC YARDS.
:LALE = 1LDO �- LICh THItE` P P
PJ 2A Dry=24 IN, Y,
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i/ . .�;�� SIZE f2ANl;,R=qi
LE 1". + a
�250 ` :mac I ( ■ 5 2 W. DEC 7 1297
s. 5
SECTION E - OF e7P-EAM DIVE2.SION nn0,.
'93,O.i?S 8300
P3'S 4 7- YEAS r�.��/ASTE IBIS/ JAL,
E�EN�J GOLDER ASSOCIATES
MID (ph(f WENTE`x 1�F'LE`, If k
17301 WEST COLFAX AVE.. SUITE 275
EpOUNDA12Y w/�OF 47-YEA12 TE PILE T2 M pIVE251oN C1 {L��NEL / TOP�x rL S tr�2PraE Ar2F�. Ca ` - GOLDEN, COLORADO 8040I t?nx I B
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(21JNOF� (fJLLEGTION 01TC 1 y � SUI3t72AiN �C 1AG.nTION �P U �9-BECTIoty
DESIGNED BY : CHECKED BY : UM
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TATION 90NADL?T10NAL AZEA RDIZ 5E II`IEN-
Fa {oSEIZ 71MENT�TICN IDS ( \� DC IF EE# `QV 47-YEAR ZO At�I-"5 � DRAWN BY Lrn12 APPROVED BY
DRAWING SHEET r3 OF
FI6U12TE� A: PLAN 47 - YEAR WASTE PIL-f�_
DATE IIqacl SCALE : A'_ IIvUIc/�TEC>
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