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ADDRESS: 7101,R C IAM PO AZOAD ACTIVITY#: , d -:00-36":Z- <br /> TOWN: <br /> 0i36"TOWN: S T 'Pt W L PARCEL DESCRIPTION: (t)c1;-,fit Z 007 0 O DATE: Iv'1AY1 Z.3, JO1 l' <br /> SOIL: NOTES I F1LLD 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 /> o 2 3 F Gf� 3v - ' hears <br /> PIT#1 /2- 1D V.0 3/� t �j2.. 2 fel.F SI3/. 2 P Roo T} <br /> - 6T/ °-P )e) 8. 5/3 3 leu 56E f`. gad 73- <br /> ?)1 <br /> 3?1 rMvJ 10'1R..✓15 Wit 2Mf,56/� f., $ jo'tS <br /> aM4 Lit- 5e) - �� ��`1�� c7 �Z /DIM- <br /> - 38 5-/2- Gc.-141‘1`- tL <br /> M 5 PAA“i t/t"- <br /> EJ 31 2J�5 <br /> PIT#2 <br /> 0-470 a 3 d Sim 1�3kt1- TD <br /> PIT#3 <br /> PTT#4 <br /> Vt LL / T(.OU Q (Ac t. L T r I gi\Cic /READ -- �� �° t�v'i G trot "� : /. <br /> LANDSCAPE NOTES: �1 ✓G—R 100 -N -C.-GLOP LEVEL' MP-PPCL) Wc7ZE2QN ) <br /> SLOPE: 'Z "` 64. ASPECT: GROUNDWATER TYPE: TElv1?C2/12.V WATER SUPPLY: WE 1-1— <br /> SYSTEM DESIGN FLOW: /y5 GALLONS/DAY. DISPOSAL FIELD SIZE: 4 SO LINEAL FFFT <br /> INITIAL SYSTEM TYPE: OTANOPre:C SYSTEM SIZING: I5-i7 /150 GAL TRENCH DEPTH: 24 M/14 0M�4X <br /> REPLACEMENT TYPE: STA N D A R.(2) SYSTEM SIZING: )5O/150 GAL TRENCH DEPTH: I-4 M/1U 30 M <br /> DRAIN MEDIA: )2 MEDIA U/PIPE: ' MINIMUM BACKFILL: /2- CAP DEPTH: <br /> SEPTIC TANK MIN.CAPACITY: /OC gallons PUMP TANK MIN.CAPACITY: gallons <br /> OTHER Sl'I'h NOTES/SPECIAL CONDITIONS: N G F2.olV DEP-04 70 TEMPOR- li VR-0 Est e01)l`\1MTh <br /> 29— y?.° C SOIL: MINIMUM TRcNGN- L&N6fN 150 L.E PC.-.32_ RSO G.e Dei DE5I�N G-0 <br /> FP.QM T ELE 2_131.4)6'4\J TJTIE . e1 .ik,‹-F FLC +ti Ca/-LL-ONS P6f 453 <br /> 6o7?-4 /N IT/PcL- $ N D P EPA.t IVI Ltcr 6— TAV--.ED CUT P1400_ '1O. Pativiir <br /> EXISTrNG iAoilk `tcc' BE Pti.M Pc A-N8 A6ANZeDi�L=a, <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 <br /> 7/30/18 <br />