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-- - -- - - - - - -- - - - - - rs�= - -- ��, �,� NOTES - ---- lZR 5 5 � . - - VS72 SCLC 5 ` a - - ---- - - - - +w • . i�'�.p.`E4t� ZalY .. w� • r t '�/.c w x ) , • - 1 . INSTALL P&L CONCRETE STANDARD PRECAST 1,600 : , �. 1'`*_- �„ , -_-- . d} T - tee,; ,a "n, r .,.a FP . all s h t: s'- t Edi $ .i i `J'4 2 . - GALLON SEPTIC TANK. INVERT TO BE 70' NW OF . , _ - - MODULAR HOME. INLET INVERT ELEV. = 18.75" � � ANIF BELOW EXISTING GRADE. INSTALL POLYLOK .` -a..o ..OFF ll .. K ��8 EFFLUENT FILTER P/N PL 68 AT OUTLET. _ _ 2. INSTALL POLYLOK RHINO 24" BAFFLED DISTRIBUTION o� aE� -- — - - -- BOX 1 HOLE). ,, ft ON l� �9 ( E Vv � 3. NINE,9 4 4" TIGHTLINES FROM D- V1' BOX TO 9 ROWS OF _ _ INFILTRATOR EZFLOW GEOSYNTHETIC AGGREGATE _ MODULES. INSTALL TUFF-TITE SPEED-LEVELERS IN �"{SaX410- f(0a) EACH OF THE 9 D-BOX OUTLETS. 4. FILTER BED TO BE 25' E-W AND 35' N-S = 875 SF. DEPTH IS APPROX. 30" . _ -a - 5* 5. FLOOR OF FILTER BED TO BE LEVEL. SOFA 6. MODULAR SECTIONS = 1 FT DIA. 3 - 10' MODULES X 9SONNal ' ROWS = 27 + 9 - 5' MODULES. ,. . . {TIN --- 7. SPACE MODULES 1951 APART, STARTING T FROM EDGE. f -- L Y . j s , CONNECTORS TO CONNECT EACH 8. USE INFILTRATORr '1'Y " FFT _� • MODULE. ' . . 4 : . .. i . - - - - 9. CAP EACH END OF THE 9 ROWS WITH INFILTRATOR END CAPS, CAPP�p, 10. BACKFILL 2.0' AND 1.5' SPACE BETWEEN EACH ROW AND 18" SOIL COVER WITH MATERIAL FROM FILTER �P w - BED EXCAVATION& BRING TO FINAL GRADE. -. r - . 1 _OL - t % SIFTOr OFF- .._ 4 - WSpakq .4,,r _ _ t' _ - _ _ . _ ._ -_ - _ _ -_ - __- _ - _ ____. __- .. _ _..__ - .____-- __- -_. _ _-_ '- I- - - _ - -._ .__ - - _- ..-_. _.-- - _ _ - __- _ - _ —__. --_ % IFFItfoJIF }� � [ it-It I OFF IF • T . - - ll I CON- . . . w-Kr:1_6:jej'i5►11TR1�S_ . r-+ IF OF wopwffww�� gy f m -p It777 IF Fla gff4_ 4 t t Ill- ON at NO t a 6 NOF IT SOFT -1-4 +Nmr OF 'A all ., y -may , w. Na- OFF IN _ . . � n i- . i:. _ _ FLO _ _ . - _ t . - - r �j�' .. � h ' �. 1 }, cf� (s. 3• -OF fit _ fie t a SI SOF a -N 4111111101 FOL OF L m p OF Sai - ' - - - - - - - - - -- --- - -- --- - --- - — -- - - ' - -- -- -- .n -.�- .. .. rirrI OFF .f'.�:s ..ear Fla NI Fla �Njl iT IS 14 : - - - i 7F P � ConF �� - TF. J� OFFIamlIFF MIN JNI A1V r r.,�....�..d STA ARD PRE C� _ . OF- I. i -tol , ;' t — -- ----- - - — - -- -- ----- -------- ATO L 'lax ONTO A - Nat - - _ — - - --__— _ - - - - - - - . - _— — — - — — — — _ _ TO ON IN OF 'F ITO F, ti ' s`- - ON 't al �� S t 's f A IF r - 0 . - __ --__ _ _ — _ —_ _.__ __ _ -. -- --- > .; ' .�s'w-^r�4 _ all . s� .�: �' 4 - '1 to ,' ' - . _ - - - - aIF IT a ' . — - /boo 6AI . Wn-& TiaK!` fess�Qda NO IF 'yjj PFFI s E t4N I Or l; `"7�all I NO. T F—41 OFF ,F ,�, _ ,�IT �t l}'�`.:2t1` f Y' ! i3 t �} .tt IF 2 I. IF T IF IF I t4o , 4 OFF OF Fal!a OF - x M77 FIT L . NOT Pr IF I IF MEN I all zladr �� IFIFr �AMi" F - - — — - - - - - - - - a I am IT. IF al I Nr IF I IT la f a ' 1 Ci ti a ' V � ( Of Ca114o� Sri NISSF 1 11 s Pat I a'al IF to Y .. t t � 7 t -h4 _ r a Fail : ',' s -'' r� - .JIFFIN � : . "� . ,`tNip . . `. -,.a�•...� ,. �>..,wwr+-w�a.� _ _ .- - - - - - - - - - - - - - -- - -- - - _ _ - - - - -- - - - - - - - -- -- - - -- - - - - --- - - - - - - -17-fes -- - n a _ F . s Cons - - � , Chesney Consulting b 3. vr . `ZJ ,;� i 5 a — >� :� . �: ,_ � r 4 , 5�� . y Far � 0B : D� A!� SSD 011" Don Chesney , PE - - HEET N -- Civil Engineer S o . 1 of f -- ----- -- _ - T / � l = . CALCULATED BY : l� DATE l - P . O . Box 3794 Turlock , CA 95381 CHECK BY : DATE - . . - - - - - - -- - - - - - _ - . - . _ _ - - - ( 209 ) 402 - 1652 SCALE :