Loading...
HomeMy WebLinkAboutSeptic Repair 1136 Sullivan Avenue • I149SSTIGATTctr roR SMGE DL�+SAL SYS"M owmw r ocA=oar 113,6 MCCZ=ON Tf5718: (Record 411. tests) '7°-f 1" _-. SOIL rsoisr�r�r•... Dsrs tvwe TEST RFADIMS 3= #1 a= #2 ISCLZ #3 =z. #4 TI= Resdiag Time Reading Time Resdiag .Ime Readies TAZ=TIaR OF TW..'T R=�TLTS �p Pr*soe is '-iaimum -?w=1&tioa *Sze tole (r=j (Mrs. } (Tins./Inch) 2 3 MScPRPATiON PM: (Re=rd all pits) 7- Ground •aster Table: ;Tear Max , elov ?►&XO DF�CRIFRI�� PIT A P= B F?T C FIT D "Top f u i I 1' C"444 fjr 6 AV Cam-t°c1 K o Ave 4--be TADMA".'I OR OF 011SE 7A't'I AN n'"S Ground Soil xt Loratia� nth L_dg* At Water At 1�!ctt'=as A c ' D JPGM4.#2 S 0 U TH•.WINDS 0 R HEALTH -2- Iavestigr�t:.aa for :cage Otsp°aa} Sys' DEPARTMENT SPECIAL cmmITIORS Ststam desigm J&Mr tb= 2,000 g.p.d. Water supply watershed nah gad water (less tbw 1 ft.) Possible seasonal high _ ground water watercourse, marsh or pond Possible sesaonal tlocdZag Lizited suitable axes Slope over 35% Margiaa.L soil (30 - 60 mins./iach) Shallav ledge (less than T ft.) Underlying tight soil (less thsa ; ft) Other P vS i�E� ,ac 'c v _ lsa CM CLMICW Suitabls for sewsgs disposal . Unsuitable for sewage disposal Additionall, iavestigatioa required Retest during vat sessoa ✓7 a,/,&-c lei Ruses's play required �`V"f/Y DFSIGll�f R�Ol�ttkTI0P5 . Investigated by Titleiyv-- /� z GomV.-med/Witnessed by Tile Comments: . 3each.mas!t location e'aevation