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-- -."" -- \III INII ~ —•_._ \ \\ \ \ —�_ �'% / ��.F `-- ��� ,�' �' /' � v \ —,r <br />/// <br />i <br />Y ; <br />t <br />1 i <br />1 <br />® / J <br />EXCLUDED <br />FROM <br />UNDARY PERMIT <br />BO <br />Ill \ -� _ _ � `` �:. � _, \ � \ -� , — '- -X - -„_� -- ' \ _ -- -•-_. <br />, - <br />WATER <br />MARK <br />HIGH <br />1 \ \ H /�•, <br />MARK 00, 4• -��'� __ ;r \ r <br />/ d / <br />_ f / <br />It <br />It <br />r <br />�,�\ \♦ t 1 +11/1// 1 <br />\6'- <br />� r <br />1 ��\ \ `�1 \\ \ Yi low- <br />PARKING <br />AREA <br /><i�l `� �\ ��",�.'� �.•�.'� \ \ /i ;: %r/ - �- J ` /ri, 71111 II I l / ,.,j/ <br />1 \ \ \\ w�— -/' /_ l .1 1 / / 1. <br />1 _ <br />�" /a� TRAIL <br />GAZEBO <br />T_ <br />a <br />J/jI I PUMP HOUSE va Mao, <br />,l <br />1 1 <br />Jt l I 11 \\ ..., <br />f _ � <br />\\ r � Ilk \ <br />\, 11 \ <br />� I <br />� <br />I i <br />/ \ i <br />10.00 GAS LINE <br />11 EASEMENT''. <br />r {' p�- <br />1 l , fll _- {fl ti <br />ll <br />1111 1 4 { APPROXIMATE LOCATION ''4 \\ 10' CONCRETE TRAIL % \1 91 % <br />lyll i 111 i Iil i OF EXISTING SLURRY WALL \\ __i li /ff \�\ \ \\ x ' 1 7 1 t <br />( t 1 I 1 I' }; f( *1 ii \ \ \ r� Jh r i/ �\ \�\ 1 UPLAND AND WETLAND /1 <br />;III(' I I ; {I` I r ! \ d`<(� =' 1) f r/ �'\ \\ \\ 1 REVEGETATION GRASS MIX <br />\ 1 <br />111,111 1�lll �I ( 1 /v�v�_ -r 111111 1 1 ! \\ \ 5o GAS uNE <br />II A- \ EASEMENT 1 / <br />EXISTING ACCESS ROAD <br />�III�I I i III I I ,( i (I CHAINLINK <br />llfll II {III {1�,1�11 1 <br />III I IIII I II ����� — A /y f / /F // li /r' 1r 1� FENCE <br />If I III \ \\ GAZEBO <br />II Ill l 1 <br />if l it I 1Ii11tIV! <br />EXISTING ACCESS ROAD <br />11 I 1 \ ✓ r/\ ! i ( / r / t 1 tl <br />J11lI( IIf II I vvv�vyv�vv l _t }1 ( \' V 1t% e/ ✓ �! - <br />{ <br />A <br />y l li, r <br />EXISTING 25TH AVENUE <br />if % / 11 i i / �I \ f \ \\ \l \ SITE PERMIT BOUNDARY <br />\ I 1 Illy II II {III�I�ItV/ 'TIE INTO EXISTING '� 'f� if '� �V�� � �-�'�`_ .- �� APPROXIMATE LOCATION <br />j I 1 SLURRY WALL r/ // ' -. \ _ OF EXISTING SLURRY WALL <br />4\ \ \ J J <br />�i \ <br />r <br />I 131 TIE \LL l! TIE INTO EXISTIN� G r f <br />SLURRY WAL L i t /i / // 1PARKING <br />- AEA \ <br />O <br />�LZ - - <br />V <br />It II <br />�ti i -� i <br />i 4 <br />IQ �� 11 -- r v'�"� -� �- v tr 111 <br />J7� -f 111 <br />" ! <br />z WIN_ <br />III III � �1! � / / � � E ❑ I 1I I <br />III fll / 1 1 2 TOP OF BANK <br />III I <br />II( I <br />' I 11 <br />fllrl I( I I �I / �} 1 ,It�r t� • -- <br />pill III <br />v 1lI I / f h }' � }r ✓� /,a,�� f�f i IIII 1\ <br />PROPOSED ACCESS ROAD 7 <br />t- .r <br />\ v1 \\ \ I I I � 1 <br />A i I I _ � \ <br />�4�f�t1�11,( r/ \ \ \ \\ \ \ \\ \ I IIII,, t1} 1 <br />TOP OF BANK SLURRY WALL / REVEGETATION GRASS MIX )" ` /tltf l r� -'� \ \` \� \ \\ ' III 1 r ( / <br />1 { II <br />1' <br />1 <br />1 \ <br />4�41 , <br />1 111 I / � t - ✓� rs / � \7 / / /�'il I I r `� < <br />I / _ _ _ `y',_. ��'�✓ lid -' SIII ' <br />IGIII <br />• PROPOSED ACCESS ROAD <br />IIII 11 llt ✓fr - - f ✓ - - -- <br />III -- I` /-- -- - - -� <br />— <br />1 <br />I t iy '� \ \ �\ \ _ ��- s S 4 0�3 e - // / / / //r _ / / ',• f ; <br />it <br />\/ tk \/`4`; \ ' � -ti-- _ ---- - , - - �..✓ ._ - � / _ z--__ -- - `_ _ -_ _ - ;_ __-- - . -r� - -- " _ _ � _:�,--/ .� `!e !\ - ,, . -I11 <br />LINEPROPOSED AMENDMENT 10.00 GAS <br />-i <br />I <br />- <br />-=. -: <br />/ \ <br />PERMIT BOUNDARY EASEMENT <br />EOA \\ \ 50 GAS LINE <br />\ J(- <br />EASEMENT <br />El <br />I If 1':11 ,, -- ♦ _ ►; . I I 1 - -' -- - _ -- \ __-;° <br />I Fit f - FSTREET `\ \` - -____ -- - - - -- -- - - \\ <br />— — — — — — <br />— — <br />< i <br />k.. <br />SCALE: <br />Q:;7 NORTH <br />200 0 200 400 600 Feet <br />( IN FEET ) <br />1 inch = 200 ft. <br />G <br />,o <br />LEGEND: <br />- - - Existing Permit Boundary <br />- Proposed Amendment /Affected Land Boundary <br />Existing Slurry Wall <br />Proposed Slurry Wall <br />Existing body of water <br />NOTES: <br />1.The existing 25th Avenue Site Reservoir has met State Engineers <br />Office operational performance standards. <br />2.The proposed below -grade reservoir in the amendment area will <br />meet State Engineers Office operational performance standards. <br />3.In preparation for slurry wall construction, a combination road and <br />working pad will be graded along the slurry wall alignment. The <br />grading g will produce duce a relatively flat, stable surface approximately <br />50 to 100 feet in width. <br />. <br />4.Slurry wall construction includes 3 to 5 foot wide trench keyed a <br />minimum of two feet into shale bedrock. <br />5.Slurry wall constructed with bentonite slurry, a blend of soil <br />excavated from the <br />e t ench, dry bentonite, and borrow soils. <br />6.Finol slopes will have 3H:1V grade or flatter. <br />7.6est Management Practices will be used to control erosion and <br />stormwater suspended sediment runoff from the site during <br />reclamation activities. <br />o! <br />�Q <br />z <br />�z <br />a °m <br />0' -2' SOIL /OVERBURDEN <br />50' -60' T <br />SAND /GRAVEL SLURRY <br />! 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