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2019-11-21_REVISION - M2004044 (49)
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2019-11-21_REVISION - M2004044 (49)
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Last modified
1/6/2025 7:10:49 AM
Creation date
11/22/2019 9:54:33 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2004044
IBM Index Class Name
Revision
Doc Date
11/21/2019
Doc Name
Final Complied Application Material -Part 4 of 4
From
Aggregate Industries - WCR, Inc.
To
DRMS
Type & Sequence
AM1
Email Name
ERR
JLE
Media Type
D
Archive
No
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2 3 5 6 7 <br /> LEGEND: <br /> MINE PERMIT BOUNDARY Q ON SITE HAUL ROAD/CONVEYOR <br /> 0 <br /> h <br /> TRACT BOUNDARY PROPOSED ACCESS i <br /> i_ <br /> . . . . <br /> EASEMENT ® sav aessa ' N E.EFFECTIVE FLOODWAY VE ORBURDENBTOPSOILSTOCKPILES ' �� <br /> - EFFECTIVE ZONE <br /> PRE-PROJECT/MINING TOPSOIL STOCKPILE ) 1 <br /> ------_-- EFFECTIVE ZONE XE TOPSOIL SCREENING SEC. + NJ`a <br /> Lu <br /> - - =_�- CONDITIONS 100-YR FLOODPLAI BERM W/GRASS COVER <br /> _ aE ��� <br /> --_._ - EXISTING WETLAND BOUNDARY <br /> N <br /> - - <br /> 1 - --- --- -- EXISTING EDGE OF WATERSETTLING POND/DISCHARGE POINT <br /> 1T PIPE FOR { o- <br /> DEWATERING \ --a J0 --. EXISTING 2'CONTOURS <br /> ' - EXISTING FENCE EXISTING ASPHALT ROAD CO <br /> / o <br /> 0 SETTLING POND/ I .. I <br /> k Yl \ ��;!IYYY ! / / o iy $ DISCHARGE POINT \ _ 17'PIPE FOR - EXISTING EDGE OF ROAD qq <br /> III/ /0� o I I I DEWATERING EXISTING SOUTH PLATTE RIVER <br /> • <br /> / ,, .. .__ EXISTING ELECTRIC LINE <br /> SLURRY EXISTING OVERHEAD UDFCD STABILIZATION <br /> WALL ELECTRIC LINE <br /> EXISTING GAS LINE KEY MAP <br /> EXISTING WATER LINE tim>•o scr>� <br /> EXISTING TELEPHONE LINE 11 <br /> O, - - PROPOSED/ '/ i ! //�✓h / ` / ,I I - SLURRY WALL <br /> E -` `� 7 I-" i 7- / -7 /l LIMIT OF MINING FIG _.._. . _ LIMIT OF MINING EXCAVATION <br /> / I I / !�ppp EXCAVATION PER SLOPE STABILITY ANALYSIS <br /> SURFACE DEWATERING TRENCH <br /> °PoyDW—OW—OW 12"PIPE FOR DEWATERING <br /> 00 t <br /> I;Ygll . <br /> r00 <br /> 00 WEST AREA <br /> 0,0 F <br /> Z FIG 4 <br /> 1 1 I <br /> f <br /> o r ' <br /> O w <br /> 'e <br /> "I ,._/ - .' \1 I ;F,. '-_._ -\ Ur $ - •oLOTSSOIL ,+•s FIG5 \�_t <br /> ,ROW WIDTH VARIES) �.....+3" <br /> ° <br /> 1 / <br /> MATCHL m <br /> ABANDONED DITCH .I .. W <br /> \ .1 LATERAL TO BE I i - W ____ "___,..............._ <br /> OEMOUSHED DURING I I. N <br /> E SEE LEFT <br /> INITIAL PHASE OF _" W ___- e�p'jE®e•e'°°•°e°°°•°°°•°°°•°•°••°«"°__ •••"s w m O i <br /> MINING Z ' 1 • O N O <br /> /111 EXISTING/ / — .. _ .._••°•�°•.$• — — w w <br /> ASS D <br /> SITE ACCE S <br /> s I 1 ~ + K / SCREEN N BPEROMLil 2 <br /> �. E Iti. I .- I 3.00�-2,00—1.00 0.00 FIGS w > <br /> 1 I ( FIG 3 ° 1,pYp \I ) 1 2 I U U <br /> Y � Q'12 2 / Z I / W 1 Q O <br /> Y / ' t 1 R"�' o o I I I So'ROW \ SOUTH AREA I o o w o <br /> p FIG yi2 y vi O z <br /> OOrwii r <br /> LIMIT OF MINING <br /> EXCAVATIONSITE <br /> 10'ROW RESERVED <br /> YACCESSI <br /> 0.00 1.00 2+00 3.00 .80 <br /> NO SURFACE STOCKPILES EAST ` <br /> 'Y 7 \~ � OF EFFECTIVE FLOODWAV j <br /> E ACCESS �� \ <br /> SITE , <br /> t <br /> y I / L'eE: ' ENTRANCE <br /> HAUL ROAD I /i - \ <br /> SETTLING POND/ Z <br /> O <br /> DISCHARGE POINT <br /> Ir <br /> FIG 80'RO I �� <br /> H <br /> / <br /> ti I I N $ GRASSED TOPSOIL O lJ II FIG4 <br /> m I SCREENING BERM �..10'ROW RESERVED I I I ! 4 \_�� �� W U Z <br /> LURIJY <br /> WALL- i 4911, <br /> ., \ � \ 1 Z �w — d <br /> • 8 <br /> y .- ,_ ., _„ -}- [ •� o o e:°.°.LOP°SAYL'°'��"""'"-'a / '`F-• — — I 111 --_- -�-i/i/� F- <br /> HWY7IROW WIDTH APPROXIMATE LOCATION OF THE <br /> 'b' _ _ - •• _ - o' --- SOUTH PLATTE RIVER TOP OF / / '$. ✓1 -. (C�� <br /> ._ '. ry //�- _ CHANNEL PER APRIL 2002 UDFCD <br /> y - _ \ o MASTER PLAN STUDY j <br /> HLINE SEE RIGHT-- <br /> a ° v•••••°•vv• <br /> SOUTH PLAN <br /> �^y A / -\ — PmjeclNo.: 200-23514.IZ <br /> EXISTING ' ' SCALE'.1"=150' <br /> �- SITE ACCESS GRASSED TOPSOIL / Designed By: DF <br /> N ,V Drawn BY _ CFW m <br /> Checkeo By: PH <br /> WEST PLAN 0 75 150' 300' 0 75' 150' FIG <br /> ! " <br /> C SCALE:1"=150' v I U <br /> SCALE:P=750' SCALE:1"=150' <br /> EXHIBIT <br /> �� Bar Measures 1 inch <br />
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