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awl <br />k <br />cIM 165th Ave NW (PAVED) <br />AMNON& <br />i EXISTING MANURE PIT (CLAY LINED) I \ \\ <br />W p -1 MIL GALLONS <br />I <br />y2 ` Wash down water Effluent <br />t <br />Oa SHOP \ 1 <br />\ <br />m - - <br />EXISTING �-�------------------'---'---' \\ \-200'WELL SETBACK <br />FEED MILL . ��� IF REO'D <br />EXISTING POULTRY <br />SWINE BARN (NC TH) <br />. W/ UNDERFLR PIT <br />EX/ TING SWINE BARN (MI LE) <br />W/ NDERFLR MANURE PIT HOOP <br />r <br />w EXISTING SWINE BARN (SOUTH) •' <br />_ - W/ UNDERFLOOR MANURE PIT - <br />i e��F/`rTGG�cRs/ HAY/STRAW STORAGE <br />I1 <br />I \ <br />_ - <br />.� II II ,. • <br />T. <br />PLANNED WELL <br />• Z � � LOCATION APPROXIMATE <br />co <br />0 <br />J a\ <br />1 � <br />Z <br />L -� <br />o � <br />F <br />Z _ EXISTING ELEVATIONS <br />es s6 FINISHED ELEVATIONS <br />ti <br />k �" Z+ �I- 900�INFILTRATION TRENCH <br />SEPTIC LINE PROFILE SEE SHEET PLANNED <br />18 ELECTRICA—MM, <br />NORTH PIPE LAT AL PROFILE _ <br />J s °_ BUILDING <br />I _ --_ -$-12 20'X 30'SHOWN <br />� EE SHEET 15 - - <br />1. 2 20 <br />asp W NORTH PIPE PROFILE <br />w <br />L�--------� % >?- SEE SHEET I4 <br />NEWPOULTRYBARN CALF.A STEWATER / oY <br />(1800 LAYERS) EXISTING HOG MANURE PIT _ V-GRADE TO DRAIN PIPE PROFILE 9 <br />L _ - _ - - - _ _ J g o95 42 30 MIL PVC LINED AS SHOWN SEE SHEET 20 I / <br />® 894.68 Sn4 -3 MIL GALLONS ,,, <br />a9 a as:9 4 <br />4 <br />`--- �. a' N { l I O 8940 <br />m oop well - 69.6 - 6s = <br />FILL IN EXISTING MANURE PIT 114.1 0 <br />AND RE-ROUTE PIPE TO NEW PIT LF BARN <br />- - - —_ z_ - <br />------. 4 <br />-. .—. .s -- -- - - Xj __ �n a9 a �I 2MAINBARN <br />�I <br />-- ° - <br />0 p pp <br />_ --- __ ---- <br />" -- ----- awz3i - - y ---` -- m <br />"GREYI WATER PIT - - - - - - - - - - ------ <br />---------- <br />L - - <br />-- _ - �C�i o o k o 0 <br />L DAG4 po SF�p"YUA_ 9aX I = o INFILTRATION TRENCH <br />m `--------------------- <br />GI F6F--- .� I 69za SEE SHEET 15 <br />___ ___ ILAGE BAG FAD__ 1 z _ _ esz.9 <br />G 6 O U ,.. <br />' O ti <br />_______ <br />` -- - _ - - <br />�,B86.0 - - BAG T - - - - a , @ j .11 - 89 <br />--- -----. - -- -- -- Y- i �d I LL INFILTRATION TRENCH ,_ DAIRY MANURE PIPE PROFILE <br />DAGe—' — — SEE SHEET I5 DAIRY MANURE <br />---------------------- <br />�______________ BAGS ______________________ � i 8 _ i DIKE TOG i6'WIDE 8950 } <br />DAG f0 �l <br />92 �1 — — �vrea —�9 894. Oa I III II II II, OP'BB'.0 �"'^�ff <br />_ o <br />�� 893.0 •_� 'll� I II 7, I 69n �L v 3 <br />e III I T' I 2 D HEE A E* <br />SILAGE BAG PAD FEED "JUICE" COLLECTION i m , CONCRETE LINER m <br />-350'X 260' AND DILUTION AREA <br />u 89>.0 - 7 89'i.5 880.0 <br />PIVOT <br />150 0 75 150 <br />( IN FEET ) <br />LEGEND <br />WELL <br />O <br />TBM <br />EXISTING HYDRANT <br />HUB STATIONS <br />PLANNED FENCE <br />EXISTING WATERER <br />EXISTING FENCE <br />—X X- <br />PLANNED WATERER <br />SB <br />TREES <br />TEST PIT/SOIL BORING <br />DRAINAGE FLOW <br />NEW WATERLINE <br />NEW WL <br />POWER POLE <br />��� <br />DESIGN CONTOURS <br />--' <br />EXISTING CONCRETE <br />_ <br />EXSTING CONTOURS <br />PLANNED CONCRETE <br />ID NUMBERS <br />, <br />PLANNED GRAVEL <br />' e <br />�0 <br />�g <br />DETENTION POND ' <br />/BORROW AREA <br />FINISHED ELEVATIONS <br />884.0 <br />fist SS (-P <br />SOUTH PIPE PROFILE <br />SEE SHEET 16 991.84 <br />stn3 <br />6.1 ss (CUT) <br />III BORROW AREA <br />L EXISTING ELEVATIONS <br />ee i. FINISHED ELEVATIONS - - <br />R\\ e+ss <br />EXISTING ELEVATIONS <br />FINISHED ELEVATIONS <br />co <br />Q <br />CV <br />hh <br />111 <br />m � <br />N <br />N <br />� c,o <br />�� 1 o3U� Q <br />m is (b "o m .c ui <br />ppQQ uit <br />L <br />Q) <br />W <br />Uo <br />�U <br />) <br />N <br />Z LL <br />N <br />i C/) (� O <br />� Q � <br />�Z Q <br />W _@ <br />CL <br />W <br />iJ <br />U <br />U <br />rZ <br />'V <br />� <br />Z <br />W �LoM <br />I1 <br />1 �z� <br />�~o <br />LIJ ['� <br />Q Q) <br />NOS O <br />� a CL <br />Sheet No. <br />1 of 1 <br />