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ADDRESS: 5 2 3 5 KCz J C- ( OAD ti E ACTIVITY#: SSS— (1— 00 12140 <br /> TOWN: E 120.I S PARCEL DESCRIPTION: OS 2t Al 2.0 Og/do DATE: I,114PLy 19/ ZVI / <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 0-6, SI 1- 1W0-3(2_ 37 I' 612, 3 Vrlf B200TS <br /> to —2c ' StC.-L FED rouLit z0l5 1011Z. 3f 2 /DY2 u(3 ZMIL5:3K2 Mil C., / : <br /> 70- 't9 .stG- FED roU y(r qf:y lo`IK. LII3 14,44stL) I F <br /> PIT#2 Si M ILA_ TD g- I <br /> &21 <br /> PIT#3- ' __r ?-?- <br /> 0I2 <br /> • <br /> PIT#4 <br /> • <br /> • <br /> LANDSCAPE NOTES: 13U)4W TE1-I2/NL(: (aoki NI/c1 J fL.00R i illAPOGTh 1009-Dart(zN <br /> SLOPE: 0—2.Y. ASPECT: GROUNDWATER TYPE: T EMI°-I'll--V WATER SUPPLY VNELL <br /> SYSTEM DESIGN FLOW: 22-5 GALLONS/DAN DISPOSAL FIELD SIZE: 7s LINEAL FEET <br /> INITIAL SYSTEM TYPE: AT 5 t' I SYSTEM SIZING: 50 /150 GAL TRENCH DEPTH: /2. M 11il I MAX <br /> REPLACEMENT TYPE: A-TT T S7 D SYSTEM SIZING: -5-61 /15.0 GAL TRENCH DEPTH: /2- M I N I(, M AX <br /> DRAIN MEDIA: MEDIA U/PIPE: MINIMUM BACKFILL CAP DEPTH: /0 <br /> SEPTIC TANK MIN.CAPACITY: /0 0 0 gallons PUMP TANK MIN.CAPACITY: COO gallons <br /> OTHER SITE NOTES/SPECIAL CONDITIONS: I-G R lC U.L.11A(LCL OF F(c c coy_ l t_4) 1V 15EINAVG0"E EE 5 <br /> 15 1vlP(.t?iE_ Sis GPD /g MPLDy e = Z.Z5 GPD teSIGlii ( LJln/ - -- — <br /> GAPPING FILL S DIS7R.-15v1T10 /U G►214Vi�2r-LSS WENCH S /1-7— THIS <br /> SITE MAY 3 AS c Lo S c AS 3' ON cENTE12, k)1 I1-1 2.' WO 0 l S 17.1 R-t D 67ken-I <br /> 6.0-1,06110 Te_ENCI-1 ._sem-----._............-.--- __...................._._........._......_..___........_._._.._....__....__.__.._..---.--.......................__.....--.------..._...._..._. _._.__—_.__..._...._._.._ _. <br /> MC:S-12 Site Eval Field Sheet G:\Onsite Septic\FIELD FORMS\SiteEvaluation\S-12 Site Eval Field Sheet_scaled_dots_I_I8_18 2.docx 11/14/18 <br />