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HomeMy WebLinkAboutSeptic Correspondence 275 Barber Hill Ro Town of South Windsor Town: INVESTIGATION FOR SEWAGE DISPOSAL SYSTEM r � �` �+ Owner: Date: `7`�/ -0/ Location' Soil Tests Observed By PERCOLATION TESTS Hole# Pit# Hole# Pit Test Pit Depth Presoak hours Presoak hours Ledge Seepage kJ Depth Mark Depth Mark MottlingRoots ' rO Depth Observation L Z Rate in/in Rate min/in Test Pit Depth Test Pit Depth Ledge AJ ' Seepage xj a Ledge 0 Seepage Mottlin Roots e P Mottling AtJy Roots D Depth Observation Depth Observation Z_ L4--, AJO L S� d- Propeay Location Date LOCATION DRAWING Special Conditions Conclusions System design larger than 2,000 g.p.d. Suitable for sewage disposal Water supply watershed Possible seasonal high groundwater Unsuitable for sewage disposal Watercourse, marsh or pond Possible seasonal flooding Additional investigation required Limited suitable area Excessive slope(over 25%) Retest during wet season Marginal soil (less than 5 ft) Shallow ledge (less than 5 ft) Monitor groundwater thru wet season Underlying tight soil (less than 4 ft) Other Engineer's plan required Testing For: New Lot/System Repair/B100a/Other Design recommendations Investigated by: Title: Date Town of South Windsor Town: . (•�� ©S�- INVESTIGATION FOR SEWAGE DISPOSAL SYSTEM Owner: Date: 9 Location: Soil Tests Observed By PERCOLATION TESTS Hole# Pit# Hole# Pit Test Pit Depth Presoak hours Presoak hours Ledge Seepage Depth Mark Depth Mark Mottling Roots Depth Observation Rate min/in Rate min/in Test Pit / Depth Test Pit Depth Ledge A-JO Seepage tJO Ledge JVD Seepage AIZD Mottling Roots `e Mottling All) Roots Depth Observation 3 Depth Observation r `Z 71— !�G Property Location Date vo 0 t tFF�� \ o l2o ,g f�. L( v >q V Lt LOCATION DRAWING Special Conditions Conclusions System design larger than 2,000 g.p.d. Suitable for sewage disposal Water supply watershed Possible seasonal high groundwater Unsuitable for sewage disposal Watercourse, marsh or pond Possible seasonal flooding Additional investigation required Limited suitable area Excessive slope(over 25%) Retest during wet season Marginal soil (less than 5 ft) Shallow ledge(less than 5 ft) Monitor groundwater thru wet season Underlying tight soil (less than 4 ft) Other Engineer's plan required Testing For: New Lot/System Repair/B100a/Other Design recommendations -s Investigated by: Title: Date