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ADDRESS: II? 15 Zi UE2+-IAVC--N L. N SE ACTWITY#: cis S- I1' - 00 33 Ll0 <br /> TOWN: 57 A`/TO nl PARCEL DESCRIPTION: 01 la I D C OO I O O DATE: 7tr A) 2� 2_011 <br /> SOIL NOTES/FIELD WORKSHEET <br /> *************************SOIL PROFILE DESCRIPTION********************** <br /> DEPTH TEXTURE REDOX.FEATURES Soil Matrix Color and Redox.Notation,%Coarse Fragments,Roots,Structure, <br /> Porosity,Layer Limiting Effective Soil Depth,etc. <br /> PIT#1 0-/ CS <br /> 3 X Ca3 L C.o <br /> 33-q f 5LDu6,-sGD — 5AAJD , 2eu(Oa 01 2"tv ._ co%tr s G kit a6-1 Y' a SMAIES <br /> PIT#2 0 - 2 7 L F 5 SoMG `1E2S oG ca.-2 sc7L_ s'-ra t✓D <br /> 27, 5C, X CB 5 S1-OLcCFIE0 Z-014/ (43 oOTS To ei;oy OtA <br /> No DGtVGE e f O LbAJ G E.D 5:4- 1.4 itt ri <br /> PI"I'#3 0 - 34, C13 C° $ Lpayerk.- GLLOOD_ DC-POS/7S ,f3A1--ZY Dtscov itt Det/Ge-DPMMij <br /> 34 s� yet vFs . S y of I3ELOw 17,41c.x pure <br /> 3fe R 6 13 /20'J STA,N/A/G 01t1 Sr M& 3" A. /A1 SA-ND <br /> PIT#4 <br /> LANDSCAPE NOTES: c I A,J =2 A ,e .l 15, BO J =►�e sT Lt7 2 L14�* , I2IT 3 <br /> IS LovV 'Posy- iDN OIJ I-Pc )DSC-kPE' , i'io IS pF 'OU (G�i—LV Fc.)otED <br /> SLOPE: 0- ASPECT: GROUNDWATER TYPE: ?EP M ANA4UT WATER SUPPLY WEL"-L <br /> SYSTEM DESIGN FLOW: 375 GALLONS/DAY DISPOSAL FIELD SIZE: I /SO LINEAL FEET <br /> INITIAL SYSTEM TYPE: SYSTEM SIZING: /150 GAL TRENCH DEPTH: <br /> REPLACEMENT TYPE:P12E Lt Z(Z1:D SYSTEM SIZING: SC) /150 GAL TRENCH DEPTH: 18 (.I Al 36 MAX <br /> DRAIN MEDIA: /2- MEDIA U/PIPE: G MINIMUM BACKFILL CAP DEPTH: <br /> SEPTIC TANK MIN.CAPACITY: /000 gallons PUMP TANK MIN.CAPACITY: 5 O0 gallons <br /> OTHER SITE NOTES/SPECIAL CONDITIONS: EXISTING DL'AINI-!NE5 BLOa& 11 AND 5 3 = 7 Z <br /> -f1Ppl_IC TIDN Fpa U_ZCD2.WtA Rs PLACEh'1ENT pVE2.-Li a(5- PLIAS HN2.1:5'f4t? DvUEL.LI .1G <br /> 5-TI;AGK FeO' curs off"_EseAefmEfJT5 SO SE7LAG1G F+2-0l1 _15EASoeVAt, WAAri`/2- <br /> TATLE 4 S/Z/Ncs SO //j0 = 100 C .F. FOk 2 I3C-D200M SFD, <br /> MC:S-12 Site Eval Field Sheet G:\Onsite Septic\FIELD FORMS\SiteEvaluation\S-12 Site Eval Field Sheet_scaled_dots_1_18_18 2.docx 3/1/19 <br />