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-PERi=ORATED
<br /> ..�_ � ' LATERALS
<br /> � ,,�;!" . :��.. -_-_- _-- __ ._
<br /> .!' ' �y� ' --_ -
<br /> SANOY LOAM SOIL - ,�� �;� , ��� -_ - �`' ,:.r - ___;'
<br /> :r �, / /, � � _ / '�
<br /> � • � /;� J �j y��� ��f•/. .
<br /> LAYER OF STRAW OR `_. . � .�'- °%/���"� / >�'
<br /> MARSH HAY COVERED `�``; .�"<� �.� ,,�r,�'� /, ' �� �
<br /> WITH RED ROSIN PAPER / -" '� i / r��
<br /> . ,<r�, ,��" ..// �, %'� �� // p
<br /> ' V 11 II�� /.' �y�/�j� i�,�� �
<br /> s � oR 2 / :
<br /> P!PE �'R{�M P#�lv4f' � 'r,-,- '�'- //��. / %'/.y�,�'� // �:
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<br /> `1 /� � � / _ /,- r•'
<br /> J'� / 'u�� .: II J�� /y,' t
<br /> / ' / I y / �
<br /> � � ���
<br /> � ,�L� II
<br /> 3� ., _ 2 ,� ,. . � �i ,- � � ��----'� i; .r
<br /> CLE4AN F�OCK - .�;" � ",. �� ,� � �
<br /> - , . ,
<br /> = : ,,, � � ,
<br /> . -. �
<br /> -
<br /> � - -' .��� - �,� "°�s'
<br /> - - ' �� �� � SURFACE WATER
<br /> �" TOP 501 L� �' ` ,_ = �:.;; ' ��''''�� , � _
<br /> f /f � / I. SEI.ECT AS LEVEL A Sf7E AS POSSIBL.E FOR Tl�E �AOIXJD.
<br /> �' � � � •' 2. REMOVE O(CE55 VEGETATION. PLOw. DISK OR 161NG BACKFiOE RA�FR TEETH.
<br /> i✓`- ' � ROl1GF1EN TiE SIJRfI�CE SOIL 6 INQiES DEFR DO THIS ONLY IF T?f MOISTURE
<br /> i j�J /•� i� O D N 7 E N T �S L 6 5 T w W 1 H E P L/I S T I C L J MF T f 5 0 1 L I S P L A S T K �F�T C A N B E fiOILED
<br /> r. .. -, y � IPRp AN �/b INCH WIRE).DO NOT REMOVE ANY OF THE SURfA� SOIL. MOUND
<br /> - '� ' ;Ry � � � �' PERFDRMANCE ON CIAY SOIL DEPENOS ON EXTREME CARE lO PRcVENT COMP14CT10N
<br /> ` r�' i �' ANO PUOOIING OF T}E CIAY OURING CONSTRUCTION.�O NOT USE hEAVY CONS1Rt1C'
<br /> —,�► �. -.�«� � �� � � /' -�° � � ION EQUIPMENT ANO 00 NOT COf�6TRUCT Tlf MOl1ND MMEN T}fE CLAY SOIL IS
<br /> •�-�! ��T�s '' y � � ' � W A PLASTIC CONDITION.
<br /> .,, .'. /
<br /> ��'�� �'�.:%� � i �. ING 7HE MOUNO 50 1l5 NO"r
<br /> _�� '� \ C� �3. USE ONLY TRAQ(-TYPE EOUIPMENT F�R CAf�STRUCT
<br /> '�,`�' � _ ;_ �—g�, ,;- /-! M x ' ' .'•%' � co►.�.�cT n� oRi�� so��.
<br /> _ _ '--�' � q` 4. TFIERE MUST BE AT LEl�ST 2 FFET OF NAn1RAL OR FlLL SOIL HAViNG A PERCOLA-
<br /> -- . , —�, •� ` ,��-` � � .��.: T10N RATE NO S�OWER TFi�N 120 MINUTES PER INC}I ANO NO FASTER TFYW 5
<br /> �v' • , `~' � � .•%'.; MINUTES PER INCM.BEFD� PI.ACiNG T}E U�EF �� �
<br /> �' � ���``�� � � +` ' r .�1� - * I"'�+�: 5. T}E 12 INCM LAYER OF QFMI SNJ[' IS PART OF THE MQUI'D COP6TRt1CTION.SI�NU
<br /> ` /� S h �'�`. o� _ "-� . • _ :•':','','!"" " i IS CONSIDERED QEAN F IT CAN R155 THE�RUIT .L4R TE5T FOR CDNCRETE SMD.
<br /> C,� �O r`"E • ` ': _ `'' ' • • :�;� ,'' 8, THE TOP OF TFIE CL.EAN SAND LAYER AND 1HE �DP OF 711E ROOc BED htbT 9E
<br /> SEqN . ._-. _ - _ �,;�\��� � ; � ;. 4��. . :� ��� �.
<br /> AIv � ��:'�. �`��' 3G�� , `',:s ."�=..•. , 7! DISTRIBUTION PIPES AFtE 1�/2-INCH DIAMETER SPNCED 40 INCHES ON CENTER
<br /> o _x �-.:�. �.
<br /> F,�� SOD ` V `�•:.�`... �,[:�.'>. . � ODNNECTED TO 4 MANIFO�.D IN THE CENTER OF THE ROOc Bm. PIPES w►vE
<br /> ��� -''.� ;="--5: . /-INGI PERFORl1TION5 DRILLED E��ERY 36 INCHES AN� POINT�NG DOWNWARD.
<br /> e ENq � . J T-�'rr ':.t- �..-_:' . �A NEW DRILL BIT TJ I1v010 BURRS INSIOE T1�E PIPE.
<br /> ROK YER � ,� - - .. ��_ ���'�'•�B. NINE INCHES OF ROCK ARE PLACED UNOER THE PERFDRATED LATERALS AND 2
<br /> Un . ._ .- _�`_ ` INCHES ABOvE FOR A TUTAL fiOCK UEPTM OF 12 INCHES.
<br /> * �9. THE ROCK IS FIRST COVERED WITH A LAYER OF HAY OR STRAM� �MHICH 5 1}1EN
<br /> ` •i--__ COVERED M�ITM 4 LAYER OF RED ROSIN PAPER IAFPED 6 INCN6 AT THE SEAMS.
<br /> N�T ' ��10. AT l�AST$INCHES OF LOAMY SAND SFi0UL0 BE PLACED OVER THE 7DP OF THE
<br /> • � $ARR�ERRq� � �K eEo. - .
<br /> �n`'�� I�. A frINCH LAYER Of TOP SOIL SHWLO BE PLACED OVER THE ENTIRE MOUN� 50
<br /> ��J THAT A C�A55 COVER CAN 8E ESTABUSHED.
<br /> �12 �THE ROCX LCAYER 50 THATTHEAVY RANNWIl1.E�7UN�OFf.�F TME MOUND
<br /> 13. SiDE SWPES OF THE OfKES SMOUtD BE NO STEEPER THAN 4+1 ON CLAY 501�5
<br /> AND 3�1 ON SANDY SO�LS.
<br /> M.- OFF�NaS ON TME�MOVNL OF_DAtLY
<br /> f).
<br /> 15. MAXIktUM EFFLUENT DOSE PER PUMP CYCLE SHOULD BE NO MORE THE TA9lE
<br /> . VAWES.
<br /> ' 16. MINIMUM PUMPING RATE IS SHOWN IN TABLE. PUMPING HEAD MUST BE
<br /> ' ADEOUATE TO OVERCOME ELEV4TION DIFFERENCE, FRICTION 1.055 PLUS 5 fEET
<br /> FpR PERFOFtATED IATERALS.
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