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'sI:P IW SYS I EM COMSTLlUCT.ION All septic system rcqu;retncros in.t i b-:n accordance with dic San Jongwn(.'omity F,wironmental licaith SewaP,e Stnn,ctanta. For gravity sys!cros,the hcuee i-,I mist be raised to permit gravity flow thiouEi both septic tanks and into leach field. ThbtiN.75'DEEP Me double septic system des H-n hown on this plan must comply with tli ''.otlowin.e:(Sec. 10 Scwgyo Standerrls.d SII c.AGEt'ITS(TYP.} Mimnarm distanco from well to seepage pas 150' Minimum distance from trenches to well IOW' Minimum distance from fmurdations,driveways and poo,Ss 10' :viaximum;ength of mdividml leach line l(yJ• Maximum width of trench 24" Maxonum grade oninc 3"per 100' Preferable grade of tine 2"per 100' Distance between Ines 10'edge to edge Minimum depth of rock.below approved perorated pipe 12" Minimum depth of rock over approved perfomled pipe 2" Maxinaun depth of trench 42" LEACH.INES AND TRENCi�.ES Mini num distance between leach line and septic inn} 5' (TYP.-t9N.10'EDGE TO EDGE) Maxitmun soil carer over leach line 24" Minimwn soil cover ever leach line 6" During teachfreld construction,the sidewaIis and floors ofthe leachline trenches must be Scarified to open smeared soil swfaces possibly esus d from thr tiro kh x excasati mS.Seepage pits are normally scarified by a"cleat"on the outside of the auger flight All excavattois should be inspected by a representative from San Joaquin County Public Health Services Dcparmicni Environmental Health Divisioi, before placement of drain rock. Telephone at least 48-hour; in advance of ingpeetinn (209) 468-3284. Leachfieki areas camiet be driven orparked over,and nostnictores can be milt over these area;. Final grading of the leacbricids must be such that drainage water from domestic irrigntion or rainfall manot cuilect and pond over the leachfietds.Only grasses and amid 1 shrubs may be planted over the fields,with trees and large shrubs planted at least 15 feet away.Tbr.designated reptaccrriertt arca mut! format as such,with rm permanent strictures built in this area, SEPTIC SYSTEM M2IXNTENAYCE fhe septi system installed for an respective residence mica consist of a dual leachfield system in accordance with San Joaquin Sema B- e Y Standards.Section 10,i.For the system to have maximum theoretical longevity,the teachfietds must be manually switched between DISTRIBUTION each other on an winual basis.This can be accomplishel UIS with a push-pull"gate"valve,which will be on each of the two effluent lines DIS (TYP) r!'e ^ECL?NUARY SEPTIC TANKa o pr�lp��,;:.y exiting thestxxrtdary xeddn.ic wife, [t may to a requirerrrotit by the Envirrrrrrcntat Health Department that the valves be located wirhm ��' in (SEE ATTACHED NOTES) (OR) the second compartment of the secondary tank. This second compartment must also have an installed filter. PULL RUN VALVE Tic Envucmrnc;ital health Dcpat:ment will require that the tants be pumped every iluoc years.Thercfom,access to the tank%by pumper (IN CHRISTIE BOO ) trucks must be maintained.Since Ore sop is systems will be installed in fine-grained clay will,sodium from a water softener may hasten the clogging mechanisms of this sed type,which may lead to septic system faihue. Therefore,water sofroners should be avoided or o PRIMARY SEPTIC TANK hinited its use, Water from domestic irrigation or rainfall 0 must not be allowed to congregate in the lrach6eld areae. By signing below,the homeowner has read arae understands the mnstmction and maintenance pfocl lures,as stated above and agrees to perform these recommended piocedures.This informa)n must be transferred to a toyer upon style of he appiicat,le resigdences. QPOfE3S rya. SIGNED ` tERR riCt,,,� ,_ __ PRINTED NAME -__e__W. GATE DOU9LE SYSTEM LEACHF!£l0 REQUIREMENTS '�! t - �` IN ACCORDANCE WITH SAN JOAQl11N COUNTY SEWAGE STANDARDS F.xp,337.03 �e dot o L gib{ LIZa of Pr r t ane Na and Dis,(int ��4 catits°� PLAN VIEW Nn.of 13edra-- Ro a u�..�;ttm sires S",dsip Serotic Tank, of Seopns Pts, No,and tenth(V,.)of Loachhies -._ 3 300 it n3«1200 gats 4 2-47 (tt�h o4.) "z-73 tt(t(kl r 149 30 0) ®� � TYPICAL i30U1dLE SEPT{C SYSTEM DESIGN 400ft ? 4+16COgals 7.42 240fteq) 3551744 1155 40. 1 5 cuff Z OQ�atx4ga5 342#Zannngj 385n .01 2 HEATHER MOOR ESTATES ag,� K L L 1 N F E L D E R 6 S'RtJ n 2000+20M gals 4-42 (320!1 eq.) 4-10 111620 280 600 t UNIT No.z SAN JOACiU1N COUNTY.CALIFORNIA for septic fank sizes.at;r¢gegrernanfa above Periain to a Single Ieaehfield and lhsrafore anust be doubted). 3AT�F'ROQ70 i .:`ib,1,42 t ata t- r..Et. I -- niti>i.t<o.oat-oa FILf:N7t64i'..zci?r.�eaii tits, E