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187 Soil Eval Form 2002 FORM 11 - SOIL EVALUATOR FORM Date: November 7, 2002 Commonwealth of Massachusetts Soil SuitabilityAssessurent for On-site Sewage Disposal Performed By: Tom Martin Date: 11/7/02 WitnessedBy: Peter McErlain Page 1 Location Address 181 Willow St. Florence,NU Owner's Nam Telephone# Robin Silva Address: 181 Willo Florence, Ma 01060. (413) 586-1436 Office Review Published Soil.Survey Available: Yes it Year Published: 1981 Publication Scale: 1:15840 map 13 Cen Hamp Ct. Drainage Class-excessively- drained- Soil Limitations Poor filter.(Merrimac B) Surficial Geologic Report Available: Year Published- Publication Scale Geologic Material (Map Unit) Glacial Till Landform: till ridge Flood Insurance Rate Map: Above 500 year flood boundary Within 500 year flood boundary Within 100 year flood boundary Wetland Area: National Wetland-lnventory Map (map unit) Wetlands Conservancy Program Map (map unit) Cnrvent Water Resource Conditions(USCS): Month Range : Below Normal Other References Reviewed: Hampshire County Soil Survey-USDA-Soil Conservation Service 1)EP-APPROVED.FORM-12/07/95. • 0v •M VKi- `oo noucK FORM 11 - SOIL EVALUATOR ORM Page 2 ovation Address or Lot No. 181 Willow St. Florence On-site Review )eep Hole Number # I Date: -11/7102 Time Am Weather clear, cold ,ovation (identify on site plan) ,and-Use meadow- Slope: Nearly level Surface Stones: walls- outcroppiws ieeetation: grass ,andform till ridge 'osition on landscape(sketch on the hack) See Plan ) stances from: Open Water Body.>100-feet Possible Wet Area > 100 feet Drinking Water Welt town water Drainage way.> 100 feet Property One > 100 feet Other DEEP 0RSERVATIQN HOLE LOG" )epth from tie(inches) Soil Horieotl Soil Texture (USDA) Soil Color- (MWnein- - Soil - Mottling- Other (Structure,Stones,Boulders, Consistency, `7o Gravel )" — 15' Ag SL LOYR 3/2 none friable,many roots stones,eobbles,boulders 5" - 36" B SL. _OYR414 none friable,many roots, stones,cobbtes,boulders 16" - 120" e St, at 36" mottles 7.5YR5/& - friabte to firm, stones, cobbles, boulders, distinct boundries WYR 512 MIN Parent Mate '.r OF2-HOLES ('geolagci p._ .Glacial PROPOSED to B'drock: -DISPOSAL AREA > 120" - a AT EVERY ,r Dcpth Denth to Groundwater: Standing Water in Hole: NONE Weeping from face: 90" Estimated-Seasonal-High Ground Water 36" DEP APPROVED FORM-12107/75. )RM FORM 11 - SOIL EVALUATOR Page 3 3cation Address or Lot No. 181 Willow St. On-site Review eep Hole Number # 2 Date: 11/7/02 Time: Am Weather: clear cold aeration(identify en siteplarQ See Disposal Plan and Use meadow Slope: Nearly level Surface Stones: walls. outcroppings egetation: pass andform till ridge osition on landscape(,sketch on the backl See Plan listance-.s from: Open Water Body .> 100-feet Drainage way> 100 feet Possible Wet Area: > 100 feet Property Line > 100 feet Drinking Water Wok, town water Other w-WI�u IJAI L. 1 M_* Ur Cr 130.0C1fikt 1 ita nuc1_r I-..fl a oath-from arface 0nekes} Soil Horizon Soil Texan— (USDA) Soil Color OMunse1N Soil.. Mottlim Other (Structure.Stones,Boulders- Cansistency, `P Gravel 0" — 15" Ap SL 10YR 3/2 none fnable,many roots stonescobbles,boulders 5" — 38" B SL LOYR4/4 none friable,many roots, stones,eobbles,boulders i8" - 120" C SL ROYR 5/2 at 38" mottle;r 7.5YR /8 friable to firm. stones, cobbles, boulders, distinct bonndries ..,.I, .,,.. nc o Lni cc oerv. Iarn CT FVFRY PROP49SED DISPOSAL AREA ?anent Material(geologic) Glacial-til1 Depth to Bedrock: N/A Depth to Groundwater: Standing Water in Hole: NONE Weeping from face: 100" Estimated Seasonal-High Ground Water: 38" IWP APPROVED FORM-12/07/95 PM FORM 11 - SOIL EVALUATOR Paee 4 ;cation Address or Lot No. 181 Willow St. Determination for Seasonal High Water Table ,thod Used: pth observed standing in observation hole: inches pth weeping from side of observation hole inches :pth to soil mottles 36 inches ennd water adjustment: feet iex Wett Number R rrgpale- Index well level ijustment factor Adjusted ground water level pth of.Naturally Qccunino Pervious Material )es at least four feet of naturally occurring pervious material exist in all areas observed throughout the ea proposed for nee son absorption system? YES not, what is the depth of naturally occurring pervious material? artification :ec tify that inMay-2000/t-have passed the soitevaluator examination oproved by the Department of Environmental Protection and that the above analysis as-performed-by..me consistent.with the required training, expertise and experience escribed in 310 CMR 15.017. }mature; Tom Martin. Date: November 7. 2(112 )EP APPROVED FORM-1/107195 Mon Address or Lot No. 141 willov sfi FORM 12 - PERCOLATION TEST COMMONWEALTH OF MASSACHUSETTS Massachusetts Percolation Test Date. Dbservation Hole # Depth of Pere Stan Pre-soak End Pre-soak Time at 12" Time at 9" Time at 6" Time (9"-6") Rate Min./Inch Time: tri SJ " t, Ic W10 11 C j.o .MiN "EC 641NrI * Minimum of-1 percolation test must be performed in both the primary area AND reserve area. ite Passed © Site failed ❑ erformed By Jtnessed By: D P APPROVED FOIIM.13107/95 LOOIN MEMORIAL PARK PTON-1 Markers,Length=0 feet 181 WILLOW ST.- 042°19 20.5"N, 072°40 Copyright(C)1996.Earthvisions,Inc.