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FIGURE 9 <br />COTTER CORPORATION <br />LEGEND <br />COTTER CORPORATION SCHWARTZWALDER MINE /MINE WATER TREATMENT OLANT <br />—% — POWERLINE CONTOUR INTERVAL 2 FEET <br />SITE PLAN WITH GRADING AND <br />STANDARD JEFFERSON COUNTY X—X X <br />'LACY' OFFICIAL DEVELOPMENT PLAN -�--�--�- RAIL <br />X — FENCE 100-YEAR FLOOD PLAIN BOUNDARY <br />DISC STAMPED TRIANGULATION STATION <br />'LACY' G —G— GATE DESIGNED BY URS. Mc DERMID GATE MARCH 30.1982 REVISION NI BY SW 3-22-82 <br />N SHEET 2 OF 2 <br />° MINE WATER TREATMENT PLANT <br />ro -�' STREAM DRAWN BY URS. Mc DERMID SCALE 1 _ #2 BY S W <br />w <br />f 0 POWER POLE SCALE OF FEET <br />STANDARD DISC <br />JEFFERSON " <br />�I�COUNTY I PINE l0 20 0 l0 20 100-YEAR FLOOD PLAINED <br />STAM PED'B LCHE TRIA CATION STATION I� <br />LCOpO <br />BE LCHEiF� _1 \ EXISTING CONTOURS <br />_ WITH IMPROVEMENTS <br />PROPOSED CONTOURS <br />ATION <br />esource. <br />nn <br />100 -YEAR FLOOD PLAIN <br />EXISTING CONDITIONS <br />M h h9[ T yEL /P90 // / / <br />40 6588.15 /�` �� ��-`����� _ -_ -_ /�� /� `S�o__ �� N � <br />CRAI,LSTON CR "00 <br />o <br />PUMP <br />HOUSE <br />WELL <br />EDGE OF WWF� // / / �1 E \ / / / \I / S.E. CORNER <br />/ � � — _- ►,` . — � / `SECTION 25 <br />_ I T2S,R71W <br />( PE P�TEC 5 o04- /LIMIT OF WW j� 5i2° AXLE HUB <br />1 / / 5 8 3 E� <br />1 W--LL �I�ij' O�NC / SLOPE PpT T ION ENCASED IN <br />INV 86.0 i ` OI CONCRETE. <br />0- <br />� � ro \\\ ENVELOPE OF NEW MIN � Mw -2 39/,(3 �� � / / � \ <br />/ \\ // 6581.3 �— /� , I TRUE POINT\ <br />X5880 \\ WATER TREATMENT PLANT X I, CLAY PI E <br />F BEGINNIN z BT.ao'. <br />ACCESS ROAD XV X x x - -Y - " II _ <br />590.0 23.44 \\ \� �00-YEAR FLOOD PLA PROPOSED "B°y91° <br />\\ EMERGENCY POND TOE / /�" j WELL <br />`) <br />9 \ <br />_ _ -- — \ WITH IMPROV'r�� -- -- — 5770 <br />— RI00 -YE R FL00 <br />6581.80 FINISHED FLOOR \ �_" �`��. <br />/ LAIN XISTING <br />` �� 1 \NG GpN ` \� ( \ 6592 PROPOSED SAW SHOP NDITI NS n "r <br />8.0 Ex \g� LIMIT OF WWF `\ I I POND (TO BE REMOVED) 00 <br />SLOPE PROTECTI N I I 1 �o ~ / ON <br />� I 600.0 � � \\ L -- 1 <br />I \ °s \ 6 poN�s \\\ / = 6588 <br />cl s9 °� SES�v \NG \\ j° 6584 \ goo 9 <br />EDGE \ _ a <br />Q 6600 F 36° C$P 6590. / / // I 4 6582 ?`CU[Y S .- <br />MW <br />O PR T T N 6578 <br />I_ suRCE ��- � /� / � 6576 TIN 1 I I <br />TANK SEPTIC TANK 750 G / / I <br />PUMP [:ASEPTIC <br />srnvcE / / / / EXIST 6574 O I I 0 <br />TATIONv \ 1 3"TE / / <br />POSSI \\ PARKING AREA / / j ��� 65�b I/ UPON 6572 <br />SHALLO / // / /��.• 65 0/ 657 i2'ca�vf = —I I (6572 I (M � <br />/ I E ISTI N I BOTTOM OF P I J 6570 656 O tE \/ <br />h OVERFLO \ / <br />AREA \ \X� \ PON OND 6592 FLC �AtE <br />6592 I <br />CLARIFIER <br />6596 PAD <br />NEW WATER \ 6593.94 rn <br />FINISHED <br />1 o f O <br />PLAN 6594' FLOOR TREATMENT EXISTING <br />WATER <br />I ' <br />l <br />TREATMENT <br />{ \ BUILDING —per-- <br />v � - - -- _ � 100 —YEAR FLOOD <br />PLAIN EXISTING CONDIT ' <br />4 — 458.58' -- <br />� 38 °0715'"w 2-3a.00 00 _ �V 40 ° 4 8 ' 25 " "►ti <br />\ II 100 -YEAR FLOOD PLAIN <br />\ I NV 588.0+- EXISTING CONDITIONS <br />100 -YEAR FLOOD PLAIN <br />WITH IMPROVEMENTS <br />C - <br />\— RIS POSTS <br />REINFORCED CONCRETE <br />HEADWALL 81 TRASHRACK <br />� 111111 IIIII IIIII IIIII IIIII IIII IIII <br />20468 <br />