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NOTES <br /> 1 . INSTALL P&L CONCRETE STANDARD PRECAST 11600 <br /> — <br /> - -- ----- - - IZIS W�CoVER tZ15ER5 v�l�CoVc2g <br /> GALLON SEPTIC Ti INSTALL POLYLOK EFFLUENT - - - -- - -- - - - - - - - - -- - - - - - NAL DE <br /> ro <br /> FILTER P/N 68 AT OUTLET. r LmssAF <br /> 2. INSTALL POLYLOK 24 " BAFFLED DISTRIBUTION BOXAF <br /> FAI" Fi( 10) HOLE 23' SOUTH FROM SEPTIC TANK. FF _A`FC JET <br /> ,;x.' <br /> 3. NINE, 4 " TIGHTLINES FROM D-BOX TO 9 ROWS OF7A I AV <br /> _ - <br /> - - - = -- - - 5 - - — - <br /> LFuzK F$ <br /> INFILTRATOR EZFLOW GEOSYNTHETIC AGGREGATE ; <br /> MODULES. INSTALL TUFF-TITE SPEED-LEVELERS IN ` <br /> EACH OF THE 9 D-BOX OUTLETS. <br /> 4. FILTER BED TO BE 30 ' E-W AND 25' N-S = 750 SF. DEPTH <br /> IS DEPENDENT UPON HAVING AT LEAST 61' OF SOIL F2 L to III,'( - 7"A N K <br /> COVER OVER THE MODULES. / /� A ' /( I / ,( � <br /> 5. FLOOR OF FILTER BED TO BE LEVEL. JI E V/^T I D ! `� ^ L `� ( E V Y I '/ 7 z`fry RN SND QA �Ff � STaNbaRp Prate �aST � �v00 �4L . <br /> 6. MODULAR SECTIONS = 3 - 10' MODULES X 9 ROWS = 27 <br /> 7. SPACE MODULES 1 .5' APART, STARTING 2 ' FROM EDGE. <br /> 8. USE INFILTRATOR CONNECTORS TO CONNECT EACH <br /> MODULE., <br /> 9. CAP EACH END OF THE 9 ROWS WITH INFILTRATOR <br /> END CAPS, <br /> 10, BACKFILL 2.0' AND 1 .5' SPACE BETWEEN EACH ROW <br /> AND AT LEAST 6 " OF SOIL COVER WITH MATERIAL <br /> FROM FILTER BED EXCAVATION. BRING TO FINAL <br /> GRADE. <br /> I IFF - 5 1A CIA . <br /> It A ,; F Ts let AIAIR IC <br /> .x N +r , ' 1 <br /> -11 <br /> AI <br /> 4. <br /> 11 . r - _ <br /> FF <br /> —Ai F <br /> FF A FF <br /> APIA Ail( IcIF er At AFF,A FF Fill <br /> IF <br /> _LAA ,� FFIA E _v h ESQ a �j AsS <br /> 'RS 4 d 5 - •r3 Lr' is FAF;yy� /}/ j~A AI K' I F- l 1 .'4 r IIIIt. , . t <br /> F Ii <br /> "� - <br /> AIF <br /> 1:At Feetit; get . 7=074 • :" 3' S =� I. IF L F_ - is N - ` - T A 4 _ <br /> y <br /> �rxW <br /> L„� .. . �a. FIiriFF - -- �gFLdW MPPMLF_ 5 t' Rfo tin �F PIPE _ CP� Pf'ED EN 95 - <br /> k, r <br /> Are. X ; — <br /> ti <br /> �l ...�. A. -- — — — — <br /> IF L view5 <br /> A .AA'L . All AiiAaL All <br /> te~ CIA , . Y b . - — Lafen <br /> iva <br /> is ' c ?�Air xi= A_ Ate <br /> ar -- <br /> I. If AA�tFAFF ; ,� Z��/ RFf INn G �� Gltes O <br /> IF <br /> �� t3AFfiti <br /> A . .� R Y <br /> y A.. . � +F w°7 'l' :�t . Lha ^ OF <br /> > 2, t,Irey 6 _ D _ V O/� O •� ,�• <br /> CA FAIL ,Ji <br /> AC <br /> 5 • — ^€ Tr it ; §• .c- . _ , % .,15 s ' - _ _ p <br /> AT I CA <br /> te' <br /> Air, <br /> ■ - - -. . - <br /> A . r <br /> H <br /> YYY�rwlAI <br /> A �a. <br /> fi 4 [, tea' y t z _ ♦ 9`1 rSo�, m 4 ti, �' ^, . r,' '� i� T.<.b} Wzy".ai t ^4 "t ,,. - _ - <br /> f�_ if IV IF CA <br /> t f ` � `a - a»?- fat �'1V1� �� <br /> N <br /> Al FFr <br /> L � Fit,AIfj * At . A% tiIII <br /> AI W let 1 AFFCCC � � � � .. . FAA IF <br /> } �: �Fee; A � �J Chesney Consulting <br /> _ g <br /> CA - JOB : Ttib,2NTb/c! AVL S�SSD —d5. 2D <br /> Don Chesney , PE <br /> ., ti �;, � .. �, , <br /> F � �. <br /> a . <br /> y <br /> 'Ari <br /> _. / a :, _ z: *� ; ' ;- SHEET NO , OF <br /> r< v _ _,. , <br /> z , r <br /> Al- <br /> ~ Civil Engineer <br /> IF <br /> Al IF <br /> IFF <br /> - - - - - - - <br /> %/ P . O . Box 3794 CALCULATED BY: OG DATE s / 5 20 <br /> ELAN V1 fit/ I - s - - - - <br /> Turlock , CA 95381 CHECK BY : DATE <br /> ( 209 ) 402 = 1652 SCALE :.A <br />