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-PER�=ORATEO � �
<br /> . ...t__� _ ' LATERALS :
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<br /> . - SAN�Y LOAM SC I L_ ' .+.' �- . `w;;, - ��, `r ^ � �� .
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<br /> �AYER QF STRAW QR � �
<br /> - i ,� y��J l�y�y� ;�.
<br /> �� MARSH HAY COvERED � `� �� ` � . �'� . _ _ . _ . . _
<br /> ', _ , i i��;°'�%' /,
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<br /> � � � � WITH RED ROSIN PAPER � � ' ��� ' T�
<br /> . . i� !i ..�`y'�'• � yu/.•'/� � _ y y .
<br /> . . • • . • .• ! .:. / / r
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<br /> �t �/2 OR� 2" � - .�:'-��= /.�.: %' � ��'%�' � ,/ %
<br /> PIPE FR�M �L�MP �� ~': ' � i � i ���%�, _ . '_ _ . .
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<br /> 3 - � ' , , � _ � �______n �Y ��
<br /> - � "' 2 � N , .-.r�•- / �!/ ,,�+1� j _' i
<br /> CLE�AN F�OCK ,-: ;��,;''.��� % ,,,, � � DIVERSIdN FQR
<br /> �• ��/-��-�,,�� �� � �,� r,o�s= SURFACE YVATER
<br /> �
<br /> �, TOP S01 L "•' i % � • ' � / ��/ I. SELECT t5 L£�EL A S"TE !S PO�'SIBLE FOR THE MOUNO.
<br /> / � �; =•: ��. ' / / .• ,,� 2 REMOvE EXCE55 vE�TATION.PLOW. OISK OR tbtNG BACKl+OE RA� TEETM.
<br /> � V =ti_i/ 3� i� �
<br /> �� ROUGMEN TME SURFhCE SO�L 6�NG�ES DfEP. DO Tt1�5 OM.7I �F itg MOtSTU
<br /> - �� � //''� � �,�'� CONTENT t5 LE55 TH4N T1�E PIAST�C UMIT(591L�5 PLA57K µ�T� �'��
<br /> �....=.'. � � � j J INTO AN ��e INCH wu�E).DO NOT RF1�OvE AN'f �F T�E SIRFACE �O�l. !�OUNU
<br /> t. �� ;� , I� � / „' • PER�ORMANCE ON CtAY 501L DEPENOS ON FJ�TREME CAR£ TO PRtlh7�T CCMPACTI�/
<br /> �- � r� �' � ANO PUDOLING OF Tr+E CLAY OURING CON5TRUCTION.DO ��UT USE HF}1W O�NSTr�i1C-
<br /> :'^� ' � � � � ION EQUIPMENT ANO DO MOi CONSTRUCT hE � �►'�EN T11E CU►Y 50�� IS
<br /> �� a.�.��'�'���,•���7�' �,�y,✓� / � �' ,i / J % IN A PLA571C CDNOITtON.
<br /> �'�?'�'=�` ������.�� '� " � \_C� � ����1 USE ON�Y TRACK-TYPE EQU�PMETrT FOR CONSTRUCTING TFtE MOUNO 50 /LS NOT
<br /> �� � . . `�/� ��� [� :' /� ; . .- !�� 7D CGMPeYCT T�+E OR1GiNAL SOIL.
<br /> �'���` o`��.�-���7�� � � �( 4. TN£RE MUST BE AT lEAST 2 FEET OF NATURAL OR FlLL SOIL FIAV�NG A PERCOII�-
<br /> ., ��'` 71pN RATE NO Sl4`N�ER TFiAN 120 R+�NUTcS PER INCN AND NO fASTER T►wr1 5
<br /> ` ' `�-�`���'i„��,• • �v:-'`1/'-`' �� � I ���.: - MINUTFS P£R iNCH,BEFZ)RE P1.AClNG T}E LAYER Of CIE�t'1 $ANO. ►t9
<br /> /.••. � �" �-, . �'�v y � 2 .t�• f"�..:i': S THE IZ INCH 1117ER OF CLJ�N �AMi IS PART Of THE M�l1ND CONSTFtt1�T10N. SAND
<br /> L ° ��� ��� C��w �"` y.- :"--•J 1 • • :..•' ' • ':` .'.:�.�� • IS CANSIDERED Q..Ef,N � IT CAN PASS TME"F'fhilT JAR TEST FOR O�kCRETE SAr�
<br /> � (� �7 O p� ��-�..� . � -. . �:i';;,' -,'�,��►.;:�f;":"'.�''•� 6 THE TCP OF TME C1EAN SAN� 11+YfR ANO THE TUP OF T?IE ROdC E�fD MlST BE
<br /> ��`�� I, ` ���''-' ' � �� �MSTF7UC7FD LEvEL
<br /> . ����� �-;•�=�j:,,...:..•_.
<br /> n' -' �"'�.'�'i Wi,pr r.. �1�s:•:,. ,-�, �Z-!NCH D(AMETER SPACED 40 1NCH6 ON CENTER
<br /> Sq D '• • ._ • - � : �"�c� rl`� ���� . �'�.�_r. •�:...� y Ot5TRi8UT10N PlPES ARE 1/
<br /> N r O =` —,_,�i. " '... fW0 COt�NECTED TO A MAN�FOLD IN THE CENTER OF THE ROCK BED. PIP�S HAYE
<br /> � �� BRp �AYE �_` ��_ �', f,`.`'I.`' - �ANEW DRILL BIT TO AVOIO BURRS fk510E T1�E PIPE.
<br /> _ �o
<br /> � � „-.t.;•`,:. /-IR!CH PEFFORATtOHS DRI�LED E�'ERY 36 INCMES ANO POiNTING OOwhwARO.
<br /> KEN � - � - �^�?..�'. �w�.�''_8. NINE INCHES OF ROOC ARE PLACFD UNOER THE PERFORATED LATERALS ANO 2
<br /> ,G�;,7? �NCHES A60VE FOR A TOTAL ROCK OEPTH OF �2 INGHES.
<br /> P �~� ��`�9. THE_ROCK IS FIRST COvERED wITH A LAYER OF HAY OR STRAW wHICH 5 THEN
<br /> n ' ''`-'.t-•_ �QVtRED WITH A IAYER OF FEO ROSIN PAPER LAPPm 6 iNCH6 Ar 1�+E ��•
<br /> . sN H T n -���V,pT LEAST fi MCH6 OF LO'aMY SANO 5►+OULD BE PLACED OvER T►�E 'f D P O F T H E
<br /> A f�(��ER R�.�` i70CK BED. - •
<br /> �n`'`_� 11, A 6-INCH LAYER OF TOP 501� SHW�D 8E PLACED OVER THE fN71RE d�0UN0 50
<br /> �1 r{� THAT A GRA55 COvER CAtr 8E 6TA8USHE0.
<br /> ��12. CROwN THE SOiI C0�/ER AT lEAST 6 INCH6 IN TNE CENTER OF THE MOUNO
<br /> A80vE THE ROQC L4YER 50 THAT HEAW RAIN W�LL RUN OFF•
<br /> 13. SiOE S�OPES OF Tt+E OIKES St+OuID B6 NO STEEPER Tr+aN 4�1 ON CLAY SOnS
<br /> /w0 3�1 ON SANOY SOILS-
<br /> f4.-O� £I. YER.OEPFI�DS ON THE AMOs1NL OF-OAIIY
<br /> 15. MAXIIWUM EFF�UENT pOSE PER PUMP CYCLE SNOUI.D 8E N� MORE THE TABLE
<br /> . VAlUES. . .
<br /> 15. MINIMUM PUMPING RATE IS SNOWN IN TABLE. RIMPING HEAD MUST BE
<br /> �pupAE���OME�Eo�ESLE�ATION OtfFERENCE. fRICT10N LO55 PLUS S fEET
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