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I 1 <br /> MAP LEGEND: SUPPLEMENTAL FINES APPLICATION RATES AND BENTONITE SPACING <br /> (M) DENOTES MEASURED BEARING AND/OR DISTANCE ^ STATION INTERVAL SUPPLEMENTAL N FT) SPACING OF4000 <br /> r,4+0. <br /> N BEGIN STATION END QUANTITY NTALF ES BAGS OF(R) DENOTES RECORD BEARING AND/OR DISTANCEO SET 24` 5 REBAR&RED PLASTIC CAP`POINT LS38311` FOINp c.V•ca.Yc9 9 VJ'aulxlr 4+00 4.0 <br /> r CIVIL RES'&URCES, LLC <br /> O SET NAIL&BRASS DISK"L53B311" _ 1 3 7 23 <br /> FOUND GOVERNMENT CORNER ^•o ray• - 323 Sth STREET <br /> O FOUND CHISELED CROSS/CUT% AIIOvrucr -- _ - _ + P.O.Box 660 <br /> vv s+o _FOUND NAIL&DISK I ___� _ TH-10— -__ ___ ___ F 30 <br /> ___5 - _O FOUND IRON PIPE -------"-- -- <br /> ,O FOUND REBAR ;p075r°076_aG7r°Oi�B*�j-- <br /> ___ . , , - � I RED K,7+00 24+00 4.1 22 303.833.1416 <br /> -�� '� � par - - -_. MW 4 24+00 29+00 3.1 29 WWW CIVILRESOURCES COM <br /> 5 BUILDING/STRUCTURE ,I li i ._.-___. 1+p0 2210 , /-�-_ I\ *$i H-9 ,aM�> i lil <br /> I \ � 2 TP-20 v' 29+00 38+00 29 <br /> <7/ SOIL TYPE I Arawxr rolo D 20r Fj-11 `� 1$I I ��il <br /> i •r"`s•/- _ 19'C �°1F 5 / s e ! �l _ I I I 38+00 45+00 2.7 28 <br /> PERMIT BOUNDARY ! i I <br /> SLURRY WALL -12 ww]aro.a.xm•1.r•nt°r�I I 45+00 +00 2.2 36 <br /> Ij I TP-21A ON P,wrn/rvl�oaauu I $ HUNT WATER,LLC <br /> 4r w a av«• I'I> 53+00 58+50 2.4 35 <br /> ----------- MINE Y WALL <br /> ------------ SECTION LINE 'tea ! • e �� u'TH-8 > ' II IM60 WCR 10 <br /> aL' I MW 1 1 g I '.(` « '/- II 58+ 63+00 3.0 PIATTEVILLE.CO 80651 <br /> -.-_-_-.-_- RANGE LINE I <br /> feH <br /> 9705340917 <br /> BOUNDARY LINE ws'a.v' TP-18 tl �wowo.eua 1 $ 'ii 3+00 65+10 4.0 22 l <br /> CONTACT:DHF <br /> ADJACENT BOUNDARY LINE i r' DW-1 <br /> i EEC-02 a wwaaNn uiu• <br /> ----------------- EASEMENT LINE apr�� i e i � � $ rsar loves I 'iI '' PPLEMENTAL FINES QUANTITIES ASSUME 35%PASSING THE 200 SIEVE IN THE OVERBURDEN S <br /> --------------- FEMA DESIGNATION UNE N!e THE RESULTING SOIL MIXTURE SHOULD HAVE A MINIMUM OF 25%PASSING THE 200 SIEVE. <br /> WATER LINE 1•; 2 x DW-2 - F�i -yox}ns I ' APPROXIMATE TOTAL FINES FOR SOIL BENTONITE IS 21,692 CUBIC YARDS. <br /> STORM LINE � I nw.n s..� <br /> _�------ SANITARY LINE [ucRBr3 / ' <br /> ---------"--- IRRIGATION LINE ]i arlw awv a•ro.a,an u•Lm.•✓ o .mr - '' )�:• 8 SUPPLEMENTAL FINES APPLICATION RATES AND BENTONITE SPACING J <br /> nacr/nns • I� 'I J <br /> GAS LINE TP-13 / I p J':;' STATION INTERVAL SUPPLEMENTAL FINES SPACING OF 4000 LB Q <br /> I'd p <br /> ELECTRIC LINE(UNDERGROUND) o N �I/nwral yyen wnc Ion �r~T'. I,�I' STATION BEGIN STATION END QUANTITY(CY/LIN FT)- BAGS o1%(FT) <br /> free-rxl-Iw mow• I 'o _ ,p� <br /> ELECTRIC LINE(OVERHEAD) ''j ro / • 'i 0+00 4+00 6.2 22 <br /> COMMUNICATION LINE - �__' �- O <br /> FIBER OPTIC LINE I TP-16 MW 7 TP-17�_', $� <br /> TP-14 {1.i,�( wraaAm wwlo 4+00 30+00 5.7 23 � <br /> MISCELLANEOUS/UNKNOWN LINE TH-1 ® e m j TH- 10+00 17+00 6.7 20 U <br /> PROPOSED MAJOR CONTOUR W , Flu TO ELEVATION 4784 ' "+I l .LefA aT3 AOeGT+/- I z <br /> PROPOSED MINOR CONTOUR 'TP-9B °' _-_---� EEC-6390 \ j '.$ l J <br /> 17+00 24+00 6.7 22 <br /> r� J CROSS SECTION CALL OUT ccNiur IaN ro ° a�ov I I z <br /> 6 <br /> 24+00 29+00 4. 29 <br /> SIA7KWt cr ' o \ 29+00 38+00 4.7 29 J <br /> U <br /> 7°P KEY.. _o TP-10 « \ "s..cn. '%'' ,E 'I <br /> BOnpy OF ArY.- TP-9 -�ee�(' El � <br /> 0 TP-12 �� '1 ` "'�"" a°'"E ;'0'' �� 38+00 45+00 4.4 28 co <br /> Uj <br /> 'TH-2 $ ,__ 'x /./',I`�P / 45+00 53+00 3.7 36 w <br /> -TP-9A \ Q <br /> +�Y' 53+00 58+50 3.4 35 Q <br /> r41 EEC-64 .$ « 1° / ',' I 58+50 63+00 4.4 30 <br /> :: �` i-•� <br /> -- $ � i pp '� •\ I nr 63+00 65+10 6.2 22 Z <br /> I ar a• " i�`r]`<'"','�L`•% %l\ 1 I -SUPPLEMENTAL FINES QUANTITIES ASSUME 25%PASSING THE 200 SIEVE IN THE OVERBURDEN SOILS <br /> TP-T <br /> THE RESULTING SOIL MIXTURE SHOULD HAVE A MINIMUM OF 25%PASSING THE 200 SIEVE. <br /> '�•'.i II '•, \ � os�ru s � "!UP1';"'"' / '� }'' 'I i i APPROXIMATE TOTAL FINES FOR SOIL BENTONITE IS 32,631 CUBIC YARDS. <br /> I i TP-4 g I TH-6 <br /> c <br /> q \ I TP-8 <br /> o TH'3 'i� I- % "',r>•' / I REVISIONS <br /> TIP-5/ p� ' ` NO DESCRIPTIDN DATE <br /> MW 5 4[aARm um roIo <br /> wra ras,ax[s./- I <br /> III;t �• TH-5 <br /> dAex,awe I MW 6 ,c <br /> h'A+"' y`� : /t Iwlmr Auq a•n r.o.0 <br /> ®fP-2 TP-6 4xn"v's.en ir• wwB/vuarW.noa I I <br /> RECHAR�p€ MW2 � TP-3 <br /> POND �ernuaro � / ,h.�' r•r�r sr ' �S. av %'/ \' <br /> if <br /> j l I I t•`.-____-_--------.-.---.--- <br /> J <br /> 60 <br /> . I I <br /> :I ------------ <br /> S. '` -- -------------- --------_ --- EEC-a'ate <br /> / I ' <br /> _ _ TP-u I <br /> TP- e <br /> S Lo K w DEsNEn BY: <br /> � GATE: <br /> �1 Ara m.mI <br /> re2war / romH DRAWN BY: � 5 A NO D <br /> u Tv 9A <br /> ] a� CHECKED BY: jIL_ AS NOTED <br /> u EEC-B9 JOB NO.: I01.012.02 <br /> TR5 DWG NAMEDIRbLURRY WALL AS BUILT.DWG <br /> ' I RI Reel <br /> PROPOSED SITE <br /> 3 <br /> WITH SLURRY <br /> WALL AS-BUILT <br /> SHEET KEY MAP DEPTHS <br /> cdbdmvwdm <br /> R SHUT: <br /> a � <br /> 1 w eeR1 (� <br /> t <br /> F <br />