Mlffl
<br /> K_i
<br /> U, -foot Typical
<br /> 4 7 to 14 L-ift Thickness
<br /> 150' Flood Control Easement
<br /> 5011
<br /> foot Minimum Top Cover
<br /> South Littlejohns Creek Buffer
<br /> -I-/a r-A i r
<br /> 4�p �gp
<br /> �4 011
<br /> "ON10--w,
<br /> 1�, 0
<br /> Zone
<br /> Xg
<br /> n g
<br /> np n
<br /> 5,E 1-foot Minimum Intermediate Cover
<br /> ANE111i 0,11
<br /> 1251
<br /> -7
<br /> M n.
<br /> U
<br /> 5
<br /> Perimeter Drainage Dit
<br /> Nm c h
<br /> C Nmi
<br /> 11�1 Leachate Collect' Drain 7 6-inches Minimum Daily Cover
<br /> 51 on
<br /> 41
<br /> 411,
<br /> 4
<br /> w gffl;
<br /> X11 see Section A-A, Plate 4
<br /> 0 SEEN,,,
<br /> ,N11 ARNIRS
<br /> HP-wo,
<br /> PKIR SECTION A— A
<br /> A
<br /> Scale 1 inch 60 feet
<br /> A
<br /> C
<br /> �1111110 Von
<br /> AINNP
<br /> S
<br /> AMON 1%, �4,M
<br /> -.0 ac
<br /> U
<br /> Future Fill
<br /> 0
<br /> 'T
<br /> ,M�
<br /> qp
<br /> EAR
<br /> _j MAINE,
<br /> 1 97
<br /> -0 ;&
<br /> AM%,
<br /> 02
<br /> is
<br /> Property
<br /> 6b' Buffer- -Zone,
<br /> 17
<br /> R
<br /> 4! RR 444- 'a''M
<br /> L
<br /> 81
<br /> W-P.�K"J,E--q.
<br /> >1 151-0108.0,310N."22.1 All Weather Road
<br /> 45?R'21-.1 HE
<br /> co
<br /> .01
<br /> ql`134,
<br /> UgHN
<br /> 16, 24'
<br /> MONOSSON
<br /> IM 4
<br /> 1 11.
<br /> '10 2,0
<br /> IN
<br /> QUIDS
<br /> W A-4", 111 10", .-
<br /> 5�
<br /> Nzl _F W H
<br /> 2,1-IN KFAI
<br /> Construct Perimeter Drainage 'tc h
<br /> 10. D
<br /> sel
<br /> R gig
<br /> U
<br /> wo
<br /> A
<br /> SECTION B-B
<br /> HIM,U."Iffin
<br /> 'N' 'm gwg
<br /> gg ,
<br /> A
<br /> U
<br /> z,
<br /> ii;64 ;N Scale 1 'nch 20 feet
<br /> R"'AW I ME
<br /> ON
<br /> Imam 0-
<br /> HAN -A-�IN �AT'A,`Pk�j,'
<br /> ga� !N-11.
<br /> §
<br /> HA-
<br /> NZNRU',
<br /> 5, X
<br /> c,FRM,�, iN, "Ems- *ii.�mwl- z
<br /> F� n
<br /> A;Hir_
<br /> W-.
<br /> am p 6-�; q-im, a
<br /> K,
<br /> m
<br /> Rwr q�Q%"
<br /> a E'V
<br /> q'
<br /> & n
<br /> JA8, pm. PL
<br /> a-_,88
<br /> A 1�
<br /> N§m i.U,r �p
<br /> g
<br /> NONE
<br /> 00 0, 2oll
<br /> H, ...........
<br /> 1-01-1,'i 2, 4,:g;�
<br /> Tr, i , " .11,
<br /> 21, - � 01 MORN 1*/0 10/0
<br /> SE wx,F M
<br /> "Mi, ig w
<br /> - % P
<br /> 0 th a
<br /> U- fflgja"�;
<br /> N
<br /> 'c'Psan gigg
<br /> g 7
<br /> C11
<br /> F Mo WE
<br /> ffiRN"Mog Ot w 'N
<br /> A 2110 �i,, W-11
<br /> w-_y
<br /> WIN,
<br /> Y
<br /> -T!�A,
<br /> ME pi a
<br /> A
<br /> A�01191IR OR. M,- I % 1 '/0 10/0
<br /> 7 1 0/0
<br /> A
<br /> >
<br /> aV ------
<br /> 1�ffig� ',2gL'RN'8`1
<br /> fQ :66
<br /> E� N jl�, ig ff
<br /> Typical Leachate
<br /> U 40"X2152 q�t,- 131, -EY" "M N� %'
<br /> H
<br /> a.
<br /> 5"10 "A
<br /> A � I -11. - _-, ?` i`,��i v-,
<br /> bq
<br /> I",- -,. "A V
<br /> Collection Drain
<br /> H.-
<br /> 115,
<br /> gg
<br /> -C
<br /> (See Plate 4 ) SECTION C
<br /> SHE
<br /> h
<br /> 09
<br /> Rli --Lj_tA e, Not to Scale
<br /> C� V
<br /> WRAWN-4-
<br /> S, N
<br /> 0.6
<br /> N,
<br /> -A,�A
<br /> a",�I I., � _:� !Ps!"ORNMA
<br /> 7N,
<br /> ,5T
<br /> 0,
<br /> 2 ROME, gg--t, 61!iii,
<br /> g� ,,
<br /> 5 A
<br /> MAO
<br /> E 'pment Width
<br /> clut
<br /> E
<br /> pq
<br /> 3N Active Sanitary Landfill
<br /> A J.3
<br /> A jig,
<br /> 'EX
<br /> ZI
<br /> 0,
<br /> --Zeffi �,
<br /> 501
<br /> 2
<br /> R,-, 01.1, 1"-.11%
<br /> 2 z I �, ���,�� N- 9,11 - 2' Min.
<br /> 100IM-M aoin
<br /> id go" in Excavation
<br /> z q
<br /> MMO
<br /> U Hot!",
<br /> U116,
<br /> U
<br /> &Z"o-N
<br /> W, Construct Berm along perimeter of
<br /> 7", jp2_,,P!
<br /> Sanitary Landfill Excavation
<br /> d
<br /> `V A §Y'V -,F
<br /> L AI
<br /> An
<br /> EK,
<br /> le", R
<br /> M CL
<br /> q 1.
<br /> A, --F,
<br /> qu''i' ON-1- TYPICAL BERM DETAIL
<br /> W UT
<br /> F wo, N N�,N peg'-wivinnuav -WO.- Not to Scale
<br /> 'M_
<br /> -A Q
<br /> is
<br /> Scale: 1 inch 300 feet Emcon
<br /> CONCEPTUAL SITE DEVELOPMENT PLAN A S S 0 Q I A T E S
<br /> PLATE 3
<br />
|