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4116k <br /> ,,,,,zr Marion County SEPTIC SOILS NOTES FORM Date: <br /> % � OREGON <br /> PUBLIC WORKS 3/31/2022W� <br /> Site Address <br /> 8702 Parr Rd NE Tax Lot# 052W13 01000 <br /> Applicant E and Z Excavating Parcel Size41 .75 Acres <br /> Evaluator Robert Goodwin, REHS <br /> PIT 1 Depth Texture Color Roots Structure Redox Features Notes <br /> (inches) <br /> 1 0-6 SiL 10YR3/2 - MA none heavy compaction <br /> I 2 6-12 SIL 10YR 3/2 fvf 1-FSBK F3M few 7.5YR 5/8 iron masses compacted <br /> o 3 12-22 SiL 2.5Y 5/1 fvf 2-MSBK F3M, F2M many 10YR 5/1 depletions,7.5YR 6/8 conc. <br /> .o <br /> 4 22-44 Loam 2.5Y 5/3 - 1-FSBK F3M, F2M few 2.5Y 5/2 depletions,7.5YR 6/6 conc.ESD @30" <br /> 5 44-602.5Y 5/3 - few 7.5YR 6/6 conc. dense, pan <br /> Loam MA F3M <br /> 6 <br /> PIT 2 Depth Texture Color Roots Structure Redox Features Notes <br /> (inches) <br /> 1 0-6 SiL 10YR3/2 - MA heavy compaction <br /> 2 6-13 SiL 10YR 3/2 fvf 1-FSBK F3M few 7.5YR 5/8 iron masses <br /> a 3 13-29 SiL 2.5Y 5/1 fvf 2-MSBK F3M, F2M 7.5YR 6/6 conc. 2.5Y 6/1 depletions <br /> .:2-.1 <br /> O <br /> 4 29-60 Loam 2.5Y 5/3 - 1-FSBK to MA F3M 7.5YR 6/6 conc. ESD @29", pan <br /> 5 Pit 3 denied - TWT @10" <br /> 6 Q c -c s'xi.tl(-r-A-t, <br /> Q i 3 C SL—fit, r <br /> �, parr <br /> Type Temporary o ��`� �wa <br /> Groundwater T e P Slope (/o) 1-2 Direction W mt. c t <br /> `�` <br /> Depth (inches) <br /> 12 <br /> ** SEE REVERSE FOR FIELD NOTES AND SYSTEM REQUIREMENTS ** <br />