Loading...
341 Soil Test 5/31/06 FORM11-SOIL EVALUATOR FORM No. pT-20-3• Commonwealth of Massachusetts Northampton, Massachusetts Soil Suitability Assessment for On-site Disposal Performed By: Witnessed By: Thomas S. T.700 Date: 5/31/06 Janie Mathieu. Town of Northampton Location Address or Lot No Audubon Rd.-Private Drive-Lot 9. Nort New or Repair Construction: Construct New Owner's Name. Address&Tel.# tamnton Jane Hill c/o Goggins Realty 8 Main St Florence. MA 01067 586-7000 Office Review Published Soil Survey Available: No ❑ Yes Year Published: 1980 Publication Scale: 15840 Soil Map Unit:g Drainage Class: well drained SOU Limitations: Severe effluent limitations: slow percs. Soil Type: pips Paxton stony fine saidv loam Superficial Geologic Report Available: No Yes Year Published Pub ication Scale: Geologic Material(Map Unit) Landfomt Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year flood boundary No Yes Within 100 year flood boundary No Yes Wetland Area: National Wetland Inventory Map(map unit) Wetlands Conservancy Program Map(map unit) Current Water Resource Condition USGS): Month Range: Above Normal Normal❑ Below Normal❑ Other References Reviewed: X X DEP APPROVED FOAM - 12/07/95 FORM 11-SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No.: Audubon Rd -Private Drive-Lot 9, Northampton Number: 222 On-site Review Deep Hole#: Date: Land Use: Vegetation: Slope(%): Distance In feet Open Possible DdnIdnq 2 SoII Evaluation Number Surface Orainageway. Property PT-20— 392 5/31/06 9.30A(4Time Weather: Stones: Landform: Line: Other: clear woodlot yes hemlock and hardwoods till plain 2% >150 >150 from: Water Body: Wet Area: Water Well: >100 30 >150 Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling (inches) Other (Structures,Stones,Boulders, Consistency,96 Gravel) 0 - 4 4 - 20 20 - 91 A Bw C fine sandy loam fine sandy loam fine sandy loam 10YR 5/8 10YR 5/4 10YR 5/2 Mottles 10YR 4/4 10YR 4/1 no no 30 >5% friable 10% gravel, friable compact till, roots to distinct, coarse 46" *MINIMUM Comments: Parent Material(geologic): Depth to Bedrock: Depth to Groundwater. Standing Water in Weeping from Pit Estimated Seasonal OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA 91 Inches 86 Inches 82 Inches 30 Inches the Hole: Face: High Groundwater: glacial t i 11 Depth YM YES of Excavation: Depth: Depth: DEP APPROVED FORM-12/07/95 LOT 9 13.62 acres. PL Notes: 9 series deep holes conducted 4-4-97 5 series deep holes conducted 5-31-06 9-1 Gap in wall 5 v. 9-2 5.2 PL Called North 1. 1� PL I� ® Pew mt SYMBOLS k L 413- el -Deep Hole k Date: Owner. SITE PLAN Jane Hill HOMESTEAD INC. 5/31/06 Thomas S.Leue R.S. Scale:1:100' Audubon Rd. Lot 9 1464 GPest Revision Date: Leeds, MA 01053 wlaiam.roatgMA01096 Except as Noted 141316284533 3