|
---�PE��=ORATED
<br /> , . ;�;;�,-:-.--- ---- �AT ERALS
<br /> ,.�•. �-;--- - ..- _� - --_.- . _
<br /> SANOY LOAM �O�L �---- _��_�'�- -.�':;:�-_ -=., .
<br /> .• ,-:��/, �' ��� �� �
<br /> . ,- �"��- -.,� .j
<br /> % ,�i:/ /�� ��f ;���" .
<br /> I.CaY�:R OF STRAW OR _ �: ` �"� �%�;.� '�;�% / ��r . .
<br /> MARSH �-i�Y COVERED �; ,.�;; � �-�w�'� /, ' �� ,
<br /> WITH RED ROSIN PAPER = .�/ f�`% �� r'
<br /> � , r/' /� /' �,y��,f'�/� �/,�� Y
<br /> ' '/ " OR 2„ ..;� , i� �:����'''i�''' � ' ��
<br /> 2 ,�.
<br /> t '!�'E F RC M ��M P — '. � �� � /��,y%,,�� � // .,'
<br /> � � ' �
<br /> `-�. /� V/.%=, � i= '" .
<br /> ,` �
<br /> , .- � � , �
<br /> ,- �;� �,
<br /> �j����z t� / j�
<br /> 3/ ,� �� �� ' �''' " 'y -�
<br /> i �/�� �� ,� �
<br /> �— � � .X;,-' �!i'� , , yn� "-=--_. � . ' ,�
<br /> �LE�AN f�OCK - ' - ,�, . Y �' , �' � o�vE�s�oN FOR
<br /> ' '�/'� '' -� ,d/ �-� ,,j' � �
<br /> /
<br /> ., . . -. � .-�"� �, �/� , ,, . ,i � r�or�s� SURFACE 1NA7ER
<br /> E� TOP 501 L � � � �� �� j �/� 1. SELECT !i5 LEVEL A SITE AS POS5�9LE FOR TtiE MOUND.
<br /> � /L'�%,_a`'v/ � '�' � 2. REMOvE EYCESS VEGETATION. PtJ.M'. GISK OR 1151NG P.qCIu!OE "'�FR TEETH,
<br /> � ��'� ' � ROIX��EN T11E SUF7FAf� SO�L 6 INOiES DFFP DO 7H15 ONLY If TNE MOiSTURF
<br /> ,� CpNTENT IS 1E55 TH4N TNE PlAS`�C LIMIT (4�1L IS PLAST�C if iT ClaN BE�Al_LED
<br /> �. . -. / j - V ✓y� �/ ' ! WTO AN �/ NCH �hriRE).DO NOT F2�iA0vE ANY Of THE SURFA(E 54�1. MOUND
<br /> �• J r✓��j! �� / ��` i'ERFORMAf,�10E ON CIJiY SOIL D�PENDS Ot'1 Ez.TkEME CAF.E TO FR�Y�*tT CC!JPACT�ON
<br /> � - !/ y�' �" i/ i �' ANO PUD�LING OF TNE CIAY DVRING CONSTRVC710N. DO NOT �5E h�11V'� (:ON5T3uC-
<br /> —� � ' �.�„=�!_, ��/ � ,, s � �' �=V � , ION EQUiF'MF1JT AND 00 NOT CfjN57RJCT TrE MOilND �+EN 71�E �11�Y SOI� t5
<br /> �_1��_ _1'!�,__� ` „ t'�� / r j�� j � IN A PLASiIC C"vNOITION.
<br /> �� � �-. "�� � �' � ���� ` C�I � /�3 USE ONLY TRACK-TYPE EQUiPt�t�VT FOR COMSTRUCT!NG THE MOUND 50 AS NOT
<br /> �4=='v_ �- _ � `�,�` '�ys �� �' /� -- �•�" 7p Cr ,�ACT THE OR+GwAL SQiL.
<br /> _ ~ �� �`�'�-=%yT� ���_=�� ;,V.. �', �AX.� I , .J. 4. Tf-tERE MuST BE AT L�AST 2 FF.ET OF NATURAL OR f�LL SOiL !{11'��NG A PERCOl1�-
<br /> �_ �7 -.�, ` '- . •�� TION RATE N7 SICMh'ER TFtAN 120 4:NUTES PER INM ANO NO f4iiER TFiAN 5
<br /> •/ =��^� • �z �L�- y�y��� � �� :,�/,-., MINUTES PER iNCH,BEFDfiE PL.�CING �iHE IJ�YER OFCLi1:�1 5l.ND.
<br /> . .�� `- , �K�_ .`� �. `s.�\.a' ! \ .�� . - F �.,.-
<br /> / ' �o`c�o ��._ ''�` ' � ''�-.J , r � �_ 5. THE 12 INCH LAYER OF (1..,1�N �� IS PAftT OF THE R10UKJ CONSIFUCTION. SAND
<br /> � �� v �� --` �--.�� • , ' - - ,"� �5 CONSIDERED CL_EAN I� 1T CAN PI55 TME"Fh`Ji f ,IAR" TEST F�R CANCFE�E.`ritJO.
<br /> S ��� ` " • _ ` _` ���.�_ � '' , � .�� �� THE TOP OF TNE CLE`.N �UD LAYF3t AND TNE TOP OF 7HE ROnc 8ED MuST BE
<br /> A -.� `��1.,,�� ; �� � J��: . � CONSTRUC7FD LEVEL
<br /> ND ! - � � _ ,y. 3C � . 1T��.1 ✓,, ,� a - �, DtSTRIBUTION PIPES ARE I�/Z-INCH DIAMETER SPACEO 40 �NCNES ON CEMTER
<br /> FI�� SOD �� V � � = '- ANO CONNECTED TO A MANIfOLO IN THE CENTER ;F THE ROCK BED. PfPES MAvE
<br /> ��`�_ �� /4-IF+:H PERFORATIONS DRItLF� EvERY 36 IM:HES AND PO!NTiNG DOw'h�%.RO.
<br /> _ -_��',;�. i.l`.,E A NEH' DR11.1 81T TJ Av0�0 8URR5 IA51DE TH£ PtPE.
<br /> eROKE�aY�R _ ����� � �.�..8 h�NE INCHES OF ROCK ARE PLACED UN�ER THE P[Rf'-2ATE0 LATERALS AN� 2
<br /> U^ _ _ '_-` INCHES ABOvE FUR A TQTpL ROCK DEPTH OF 12 �NC�h3.
<br /> . r � ': ��9. THE ROCK IS FIRST COVERED wiTH A �.AYER OF ttA7 OR 5TFc�1W WHiCH t5 TNFN
<br /> �[` � r \`' t--_ '�vtRED WITH A LAYER OF RED ROSIN PAP�R 111f'.'£D 6 INCN[5 AT TNE SF1+�.t5.
<br /> �"1R �1 U n � `��p qT ;FqST $ INCH6 OF LOAMY SAND SHOU�p BE PLACEO OVER THE TGP OF THE
<br /> R� R� � :i . ROCK. BEO. .
<br /> - �� ��Y��12. CRG'�'NNHCHESSOI�L CO'oER A7�cLEASOTA 6u NC ESQIN�THE�E TER OF�THEMMOUND�
<br /> ABOVE TME ROCK LAYER 50 THAT HEAW RAIN Wil1 RUN OFf. '
<br /> � 13. SiDF St_OPES Of THE OIKES SHOULD BE NO STE' 'ER THAN 4 1 ON CLAY SOi�S
<br /> ANp 3�1 ON SANDY SOiLS.
<br /> t4. 04�-L�t�t»Z+a-OG-��+E-�tOCK 4AYFR,�EPENDS ON TttE AMOUNT OF DA�LY
<br /> SEwaGE-Tt@w-iSEE-�a9�f).
<br /> � 15. N,AXIhsUM cFFLUENT DOSE PER PUMP CYCLE SHOULO BE NO MORE TNE TABLE
<br /> - - VALUES.
<br /> 15. MINIMUM PUMPING RATE IS SHOM'N IN TABI..E. PUMPING NEAD MUST BE
<br /> ADEOuATE TO OvERCOME ELEVATiON DIFFERENCE, fRICTION LASS PLUS S FEET
<br /> FOR ?ERFORATED LATERALS.
<br />
|