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. . ' s
<br /> � -RER��ORATED
<br /> - . ;.,,�_..� _ ' LATERALS
<br /> . ,,�,�_.. . . ���,,.. --. _..._ _ __
<br /> SANDY LOAM SOIL -'� ,-��. ,�. .;.-_.:_ ___�_=::::�r- -- . _- --
<br /> � �� ,yy'. — ` -F': :':.�!'�
<br /> ��.. .✓ ,'r: �� j�" r /• �/ �!�,.
<br /> % � '' i/" �. �/ ,r�� .��,�•' .
<br /> i" . •/�.%�" � ::%' � • •
<br /> LAYER OF STRAW OR . '= ��,/��� / >�' . �
<br /> MARSH HAY COVERED `�' ' � �'�r �:� / ' ��� �
<br /> . - ' - ,�� .,
<br /> WITH RED ROSIN PAPER ��.� ` % j:J.�� - / �� �,;• �• -
<br /> ... ,- /JJ � �,
<br /> � ��t . .Y'• ; Y� . �
<br /> r 'i ~ o R 2" ..,�,:"��- .�" .,,;�,�,.��, ,,= ;
<br /> P!PE FRON4 PL�NFP � '`;=.-: :. �``� `�;i''�+ , � ,%
<br /> .� '� ; -. , � ��
<br /> / /
<br /> . � ly / -"/'/' �' y'4 �� � � '
<br /> 3 ��_ � N �' ' /� � _�__ �� �,� ,� .
<br /> / 2 / „�,, �% ,- �,9' ,- '_ -:'/>
<br /> , �
<br /> CLE�AN F�OCK'- ` �,.- ��,%.�'��/ ' � `�� � DIVERSION FOR
<br /> • - � -�' �� � � � �`'�T�' SURFACE WATER
<br /> �" TOP S01��:.• ; '� ,., _,._ , _�J. , �j, ��//� �. � � �.A �,� � � � M«,�.
<br /> � ,�3,Y �'�� � , , � • 2 REb10vE EXCE55 VEGETATION.PIW�t DiSK OR IbING BAiCKMOE itA►�fR TEE771.
<br /> � . ' qpIJGF�EN �'►�E SURF,�CE Spll 6 WO�ES DEEP. DO TMIS ONLY IF 71�E MOISTURE
<br /> - �' � . /�'� GONT€NT IS 1E55 TMAN TNE PLASTEC UMIT 1501L IS PIASfK �ITCAN 8E ROILFD
<br /> t. �. ..:.-� - WTO AN �/s INCH W(�IRqE).00 NOT REMOvE ANY OF l?£SIriiFACF SO�yILp.�MOUNQ
<br /> . ' ••�'�� .�. ���/�� ,qN�� OF TF£CLAY D�UpRIN�GSCO�NSTRUCTI+�1.00 NOT U'SE F£AW �NSTFtUC-
<br /> ,�• �
<br /> �� � '�"' '� � ION EOUIPMENT A!W 00 NOT COf�6TRUCT T1'E MOI/� MMEN THE CLAY SOIL t5
<br /> --1�...��•.._••�-���::.1'� .�,.� � � / .i j/� ' W A PlASTIC �fi01T10N.
<br /> ����+�''.~ '��ji'/�'� � , I �,3, lJSE ONLY TRAGK-TYPE BQUIPMEHT FOR CONSTRIKTING THE MOUND 50 AS NOT
<br /> -���- `�=, � ' . ,, : /. �--y `-%' n� co�e�cr n+E ortwww so,�.
<br /> :_,. � �9 � , M .
<br /> _ �_ ' •� 4. THERE MUST 8E A7 IEAST 2 f'EFT OP NATURAL�t FlLL 504 HAViNG A PERCOIA-
<br /> . � �. Ax:l i ,�.: F�
<br /> norr w►rE No s�ow� rww 120 MtNUTES PER iNGI MJ� NO FdSTER TMAN 5
<br /> --< _. �~-���;�i:�,�f • � �"� ''_��'�"' ' �� . ...�%ti;; MINUTES PER INCH.BEFORE PIACING TFIE L.AYFR OF CLEAN SN�.
<br /> ;'��'.' � �``�� ���` ` ' .� : .ti� f.':�:' ' S. 7}� 12 INCH I.AYER Of CL.EAN SANI) IS PART Of THE MQUND CONS'TkUCTION.SAND
<br /> /O '`1'�� -•-� . -:•• . . �� '-•�-�-f'�� ti4 IS CANSIDERED QEAN i IT CAN i#.SS THE"F721J1T JAR TEST fOR CONCR£TE SMXI.
<br /> � ^ = _ . :.. , ; ... •• )
<br /> �C O(,� ` �'_� . ', 'i�; ' •` � � r: •, &TME TOP OF TF� CLEAN SAND LAYEFt
<br /> A�� �•• , a. jF!: ;'`� ` AND 7HE �DP Oi THE ROCK BED hQ15T BE
<br /> ls . �'��,-.�V•,. ,�,�..r�.'.
<br /> SL (�� ' `•''"' -� ��,j�,� ���.? .._.j!��,�.f_..... OONSTitIKTED LEVEL. �
<br /> A o �� �`� "y�,- 3 �� r.:i:�::,:c. v.:.: � UISTRIBUTION PIPES ARE i/Z-MICFI DIAMEIER SPIICED 40 INCHES ON CENTER
<br /> �11 ��� _x 6 �`='::,,.
<br /> �.� � �. �,,,.
<br /> �� —.:-, .s..'. flNp CONNECTm TO A MIINIfOID IN THE CENTER OF THE ROCK BED. PIPES MAVE
<br /> F��� S�p ��� �.-.._,...,�,..,
<br /> !. ,•...;,_...:
<br /> , ,i.,�� , . 1-INCN PERFORATIONS D�iI��ED EVERY 36 INCHES ANO POINTING OOwNw .
<br /> eRo �AY� ' •-r�,..-' �`-;�,'''., �E A NEW�DRILL BiT TJ AV010 8URR5 INSIOE TME PIPE.
<br /> K�N R - � , ' =`�-�' � & NtNE INCHES OF ROCK AR£ PIACED UNOER THE PERFORATEO LATERALS AND 2
<br /> INCHES A80vE FOR A TOTAL ROCK OEPTH OF 12 INCMES.
<br /> i�� �,_�. ��9. THE ROCK IS FIRST COVERED WITN A U1YER OF HAY OR STRAW WHICH S TtiEN
<br /> g�p�j� '`� -t-�. COVERED WITH A LAYER OF RED ROSIN R4PER LAPPm 6 INCHES AT TME SEAMS.
<br /> iTURn� .`:.�10.AT�K B pfr�Npi6 OF LOAMY SANO SHOULO 8E P�AC�D OvER THE 'rOP OF TNE
<br /> '` ER t n`' I1. A 6rINCM LAYER OF TOP SOIL SHOUlO BE PLACEO OVER THE ENZIRE ►MOUNO 50
<br /> • ��{j(: THAT A GR455 COVER CAN 8E 6TA8USMED.
<br /> ��12 CROwN THE SOt�COYER AT�EAST 6 INCNES IN TtiE CEN7ER OF THE MOVNO
<br /> ' ' p90VE TME ROCK L4YER 50 THAT HFAVY RAIN WILL RUN OFF.
<br /> " ti SIOE SLOPES OF THE OIKES SMOUI.D BE NO STEEPER THAN 4�1 ON CL4Y SOILS
<br /> ANO 3=1 ON SANDY 501�5.
<br /> EA.OEFENOS OPt-TME AMEMrNL OF O�tULY
<br /> < . ~� SE f).
<br /> IS, MAXIktUM EFFLUENT pOSE PER PUMP CYCIE SMOU�D BE NO MORE THE TABIE
<br /> • . V4UJE5.
<br /> 15. MINIMUM PUMPING RATE IS SIiOWN iN TA9lE. PUMPING HEAD MUST 8E
<br /> - �OU��o� �EFtCO�RA�EVATION DIFFERENCE, FRICTION LO55 PlUS S FEET
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