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-PE���ORATEO �
<br /> . ..T,�_.__ ' �ATERALS
<br /> . �;�= . . . .,,... -_. ;.._ _--- ___.
<br /> SANDY �QAM `�01�- ,'� ��. ��� � " '".,.�_ -�.,'�, -
<br /> � .� ��,y,;�_ �� ..,f .
<br /> i� ,/.:���,'r� y��'� '�;�.'` .
<br /> L/�YER OF STRAW OR � � � ' y� / �
<br /> �;. ,,..� ��
<br /> .� ;/`.- ';. ��� � � .
<br /> ' � i �i w
<br /> ` " M:`�RSH H.r;Y COVE+`�'ED `� ��.� �-i... � _.,�'- / .
<br /> W�TH RED ROSIN P/`>PER - , .%��'% ,r"�
<br /> t/� ,_.�/��;'/��,,/ n/ ��''
<br /> ' / - � �
<br /> � � �� .� Qt`� 7,� ,.;;�', /.����".i�v�/�: ��'
<br /> �'
<br /> � �y i
<br /> P��E F,CM ��MP --- - .,-. '�� �� , �/�-�'� /� ;;
<br /> � ,
<br /> `1 �. i /4,r j' �, �;
<br /> _ j,� , „�,���' ��1� �,� ,y t
<br /> . /.c�"r_�/�� /��; � � .//
<br /> r / u /�� I
<br /> 1V -�
<br /> � � �- /' �z
<br /> 3/ " - 2 '/ " � �- ���� ��-__--_'� �
<br /> CLEtaN f�OCK ---' .K�� //. -' ���j'�i' ", � � OIVE��S(ON FOR
<br /> . .. ;- �d �%�� �;,��� �'� i�/� rva�s= � SUi�F�CE WATER
<br /> , ,-,,- -�/%.- �' '
<br /> 6' TO P 50 I L� ' � _ , � �, �� y�'/!� �;// � I. SELECT 0.5 LEVEL A Stl� AS PO`-5t81_E FOR THE ►.NJUND. �� T�TM.
<br /> _�;_
<br /> / � -' ,, 2. R E M O'.�E E X C E S S V E G E 7 A 1 I O N. P�.f J M', D I S K O R t I I N G 6 4 C `i 0 E
<br /> � �i��w� � (2pU��s[N 7NE StJRfACE SOiL 6 I^�QiES DEFP. 00 THIS GNt�' IF T1�F_ MOISTURE
<br /> - " ` i � /,i� CllNTENT IS L6S THtJV TNE PLASTK �IMiT t��IL IS PLA`_�TiC If ITC4N BE �OI..L£D
<br /> r . ' " '� '��� � � W T O !a N �/s l N C H W;R E).D O (V O T R F�r O V E P,N Y O F T h i E S�l F 2F A C E �OtL. M^. JND
<br /> � / �4 ,�+� / � r Ef7FOHr '-'A E ON Cl1+Y SCJ�L DEF'ENDS ON EXTR[ME C/'�PE TO Fft�'EJ�� �'�����
<br /> . � �r�� �// �J AND PU�:+OLiNG OF TNE C'.AY DVRtNG �OfJSTRU:1-ION. DO NOT USE Fif1iV�' CCiN5Tr7JC-
<br /> —}` � �_ '. ,r� �T ,r ,i' �?` , � •� ION EQUIPMEM ANO DO �OT GONSTRl1CT THE MWND wHEN T1iE CLAY SOI� t5
<br /> "�-`.,h J_;.---j';��--- '�� � � = /� IN A PLASTIC CJ!�`?!TION.
<br /> ��`�Y ��._� � t"�� �-% '� �� �� -._ C� � ' ��'�3 tlSE ONLY TRACK-1 E FQUfPf�;TtT f�R C�tSTRUCTING THE MOUND 50 AS MOT
<br /> . 5� ����.,��' �Q'� i: ��' ;�-- � �•/, TU CQMPACT THE 4�?fGiNAL 507L.
<br /> ti�. < / v F /�
<br /> _ � �'� �-' "--L � y _ � �. /�{ � ' �• 4. Tti F R E MU S T B E A T L E A S T 2 F F E T O F N A T U R A L OR flll �tL F�AL'iNG A PtRC�._:.-
<br /> T1pN RATE NO SL�'[R T;iAN 120 I.i�NUTiS PER INGi ANO NO FASiER TFiAN 5
<br /> • �'- ���,�•:�—�-_-L � ' } _-1 -�"•. '� � j , IA:NUTES PER iNCN,�E.�ORE P ,.CIYG fF4£ l.A:'ER OF CLElN SANO.
<br /> � `� �
<br /> �a �� �� � c;�`�i��'�J \ i` . - r } , ' S. T!-1E 12 INCH LAYER OF C�EMI �M� IS PART Of THE !�19Ut�tD COt�1Fr�_CTION. SLNO
<br /> ��� S� , _ --�- i � - � ' �� "i CONSIDEFED CLFAN I� IT CAN S'ASS Tt<E"FFiUIT JC+R TE57 FOR CDNCRE�E 5�'J0.
<br /> I OP� _ _ �~-���� ` � '" ` � Y; y 6 lHE TOP OF THE CLFAN � F�D LAYfR AND T1iE TVP OF TME ROCK BED �R15T �
<br /> S� ��A(,� � ' - '-� '� ,�,_z_ �� � . 4�•�. . COiJSTRUCTF IEVEL.
<br /> ,y G= ,�'�.T
<br /> ���D � � � `� '`_`�;y � �C+� �� `' �y y, OIbTRiBUT10N PIPES ARE I�/z-INCH DIAMETER SPlaCEO 40 INCNES ON C[NTER
<br /> ��I � S(1D ` `�V --. '\ /� =. � AND CONNECTED TO A MANifOLD IN THE CENTER OF THE RpCK BEO. PIP£5 NtSVE
<br /> � �✓ ! ->! .,: 1 IF±CN PEHFORATICNS DRILLED EvERY 36 It�C�1E5 ANO POfNTING DO`/�'M1wARD.
<br /> � ( �� � � �-���;i`-' i�E A Ns_w CRILL BIT T� Av010 8URR5 ih51� TNE PIPE.
<br /> (� [� . �-�_=�`�:i.�.
<br /> �O(\���5 �Ij y - 'r�� `��� � S. NINE IN�;HES Of ROCK ARE PIACm Un1ER TNE PERFORI�TED LATERALS AND 2
<br /> � `� INCrtES A6CvE FOR A TOTpL fACK DEPTH OF i2 It�tCNES.
<br /> U� - � `�9. THE ROCK IS FIRST COVERED WITH A LAY:R OF !AY OR STFiAw WH�CN IS TNEN
<br /> nf/� �� ~`- t-�-_ COVERED WITH A 11'.YFJi OF REO ROSIN Pi ER L�:Pf'ED 6 INCNES AT TNE SEA!?5.
<br /> g ""'��U � `�iO. AT LEAST 6 �NCHES OF LOAtAY SANO SHOULD BE P�ACED OvEft THE �OP OF T1iE
<br /> �RR� R. � :� ,,. ��K BEo. _ .
<br /> '� �AYF�!2. CROWNN TNESSOiL COVECR AT�L_E�A.aJ6u NCHESAN�T E CENTE OF'THEMMOUND� �
<br /> ABOVE THE ROCK Ll1YER 50 THAT HEAVY RA!N WIL1 RUN Off.
<br /> 13 SICE SLGPES OF THE DIKES SHOUID 8E NO STEEPER THAN 4 1 ON CLAY SO�LS
<br /> ANO 3�1 ON SAND7 SOILS.
<br /> �q pµ,{� �qYEf2,t'�PENDS ON THE AMQUNT OF DAILY
<br /> SEWdGE—Ft6w-t5[�r:�"„_£).
<br /> �5 MAXIMUM EFFLUENT DOSE PER PUMP CYCLE SHOULD BE NO MORE THE TABIE
<br /> - VALUES.
<br /> t5. MiNIMUM PUMPING RATE �5 SHOWN IN TABLE PI:MPING NFJID MUST BE
<br /> ADEOUATE TO OvERCOME ELEvATION DIFFERENCE, FRICTION LO55 PlUS 5 fEET
<br /> FOR PERFORATED LA7ERAlS. •
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