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25 Soil Eval Forms No FORM 11 -SOIL EVALUATOR FORM Page 1 of 4 Commonwcath of Massachusetts Northamoton, Massachusetts Dare: Soil Suitability Assessment for On-site Sewage Disposal Performed by: Gregory J.Newman P.E.34017 Witnessed by: Peter McErlain Date: August 21 2000 Local ion Address or Lot No. Owner's Name.Address&Tel.A 25 West Farm Road Fred Mailloux Northampton,MA 78 Turkey Hill Road Assessors Map-35,Lot-270 Northampton,MA 01060 New Construction ® Repair ❑ 413-586-4152 Office Review: Published Soil Survey Available: No ❑ Yes Year Published• 1995_ Publication Scale: 1:25,000 Soil Map Unit: Hinckley Drainage Class: HO Soil Limitations: potentially severe—uoor filter Surficial Geologic Report Available: No ® Yes ❑ NOT REVIEWED Year Published: Publication Scale: Geologic Material (Map Unit): Landform: 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): N/A Wetlands Conservancy Program(map unit): N/A Current Water Resource Conditions (USGS) -Month: ul Range: Above Normal ® Normal n Below Normal ❑ Other References Reviewed: Mass-GIS Title 5 Map Panel 8- no impact area. Preious perc test by E.J.Flynn Engineers, Inc.-5/21/91, attached BASED ON DEP APPROVED FORM-12/07/95 lQ\ENGIN\SOILSIJIT.DOCI Location Address or Lot No.: FORM 11 - SOIL EVALUATOR FORM Page 2 of 4 Fred Mailloux 25 West Farm Road,Northampton,MA Assessors Map-35,Lot-270 On-Site Review Deep Hole Number: NO.1 Date: 8/21/00 Time:8+AM Weather: Sunny Location: See plan Land use: f ld e Slope(%):2-5 % Surface stones:oceassional Vegetation: grasses, Landfomr. outwash plain Position on landscape(sketch): Distances from: Open water body >100 feet Drainageway >100 feet Possible wet area >100 feet Property line >40 feet Drinking water well >100 feet Other Depth from surface (inches) 6-24" 24-72" 72- 120" Soil Horizon A B Cl C2 DEEP OBSERVATION HOLE LOG Soil Texture (USDA sandy loam sandy loam loamy sand &gravel coarse sand Soil Color (Mansell) 10YR32 10YR5/6 10YR5/4 varigated 10YR4/3 varigated Soil Mottling none observed none observed 10YR2/2 in gravel vein at 66" none observed Other (structure,stones,boulders,eonsist. gravel loose,friable,roots loose,friable,roots gravel 5-10% 1 loose, granular gravel -25%,2-18"stones-20% loose,granular gravel<5%,stones<5% Parent Geologic Material: outwash Depth to bedrock: > 120 inches Depth to groundwater: Standing water in hole: NO Weeping from pit face: NO Estimated Seasonal High Groundwater: > 10 ft(per mottles) NOTE: Topsoil stripped from west end of trench. BASED ON DEP APPROVED FORM- 12/07/95 ICAENG IPVSOII.SUIT.DOCI Location Address or Lot No.: FORM 11 - SOIL EVALUATOR FORM Page 3 of 4 Fred Mailloux 25 West Farm Road,Northampton,MA Assessors Map-35,Lot-270 On-Site Review Deep Hole Number: N0,Z Date: 8/21/00 Location: See plan Land use:field.open Slope(%):2-5 % Vegetation: grasses, Landfonn: outwash plain Position on landscape(sketch): Distances from: Open water body Possible wet area Drinking water well Time: 81__LAM Weather Surface stones:occassional > 100 feet >100 feet >100 feet Sunny Drainageway Property line Other > 100 feet >20 feet Depth from surface (inches) 0—6" 6—32" 32—78" 78—96+" Soil Horizon A B Cl C2 DEEP OBSERVATION HOLE LOG Soil Texture (USDA sandy loans sandy loam loamy sand &gravel coarse sand& large stones Parent Geologic Material: outtvash Depth to groundwater: Standing water Estimated Seasonal High Groundwater: Soil Color (Munsell) 10YR3/2 10YR5/6 10YR5/4 varigated 10YR4/3 varigated Soil Mottling none observed none observed 10YR3/1 in gravel vein at 72" none observed Other (structure,stones,boulders,cousiet., gravel loose,friable,roots loose,blocky,roots gravel—5% 1 loose,granular gravel—25%,2-18"stones-20% loose,granular gravel<5%,stones -15% Depth to bedrock: >96 inches Weeping from pit face: NO in hole: NO BASED ON DEP APPROVED FORM-12/07/95 > 8 ft (per mottles) IC:\FNGIN\SOI LSUIT.DOCI Location Address or Lot No.: FORM 11 -SOIL EVALUATOR FORM Page of Fred Mailloux 25 West Farm Road,Northampton,MA Assessors Map-35,Lot-270 Determination for Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole inches inches ❑ Depth weeping from side of observation hole a inches TP#1 & 2,resp. ® Depth to soil mottles feet ❑ Ground water adjustment Index Well Number: Adjustment Factor: h of Na Reading Date: Index Well Level: Adjusted groundwater level: rvio Mate ial Does at least four feet of naturally occuring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes ® No ❑ If not,what is the depth of naturally occurring pervious material? Certification I certify that in June 1995 I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature BASED ON DEP APPROVED FORM- 12/07/95 Date _Lilt IC:\ENGIN\SOILSUIT.DOCI Location Addmss or Lot No.: FORM 12 - PERCOLATION TEST Fred Mailloux 25 West Farms Road,Northampton,MA Assessors Map-35,Lot-270 COMMONWEALTH OF MASSACHUSETTS Northampton, Massachusetts Percolation Test* Date: August 21, 2000 Time: see below Observation Hole No. Depth of Pere Start Pre-Soak End Pre-soak Time at 12' Time at 9" Time at 6" Time (9" - 6") Bate (min. inch) 1 38" 9:18 AM 9:33 9:37 9:40 9:44 4 min. <2 mpi V1ininnuo of I percolation test most be performed in both the primary ama AND resimm awa. Site Passed [' Site Failed n Performed by: Gregory S Newman, P.E. Witnessed bv: Peter McErlain, Northampton BOH an no Consistent with 1991 peen test by others, attached BASED ON DEL' APPROVED FORM-12/07/95 (CAENGIN\SS-SITES-EItVRIA DGC) LEACH 2 l WEST FARMS ROAD DEPT •20" ' �' < 1F-7 rGpi a'r,r • >o' ry 0 Y } 96,. it �T^;� • u'flf NEWMAN ENVIRONMENTAL ENGINEERING! V.O. BOX 395, 21 GUARD ROAD, WORTHINGTON. MA 010081 TEL: 413-238-5383 FAX: 413-238-4296 1 SITE PLAN rl TP-1 O PT—t arIATRUCCRACJ 244 MAIN STREET, P.O. BOX 89 r i 1 nvecs=sn_ns A .) ... _ O B S'E R Y A T I O N PITS LOT x ^W'EATHEP._��Aa, COD`. :°° f Strata VISUAL IDENTIFICATION OF SOIL Chang? �• CLIENT F±EiA____ _IL c����Depth AND/OR ROCK STRATA JOB LOCATICIF: E _ucsu14 Rono — (INCHES) _ NCI' _ hlO. C_ CRS NAmP NN °•"„(1 .. ,.,...'� o+YG_L__ ;.. .3- SOP le co',6R fit_ —._-y-- - /P•S011 pu,aeN, PROPERT'i U`rRdER �RFi� mnit,t�tY-- ui r BOdRC OF H[d i?HAGEM - 'PE?C Inc !`4�Fli 20 . . . I— ' S vrt ' Fii.IF'. . . . 30. 1i TT tLi BACRHOEOF'ERATOR maeK (_a,Un..eY — . . ��p, 1 'Sriup ' �a RCU ,I LT, Bhw, L_.r E.1. rLYNN REPRESENTATIVE ___oN.� _Y_vt e*s---- 4Q `111as •� , ven CO(Q .0 GQT d sQ . . . V sA�u, C ] Ic./x ' 'toPe C. `-.inN � . �nc�c .I:y .x;u;csLJ] Iib8 -i �IG4'l C+Ahb \ 71`'!1 94 . 196" s'r+»i coo8�c5 IQ�� . . .VCq 1. rn.,r-.c. 1 . . . aprons C_ I I �4 sT+•11rv0 , coes GS I L (I PPROY �JC, 110 I pnenP •D i,„si, t- _I sruac I20 YATPO'r, No-oviet� D' in BTm C—r GPanoc S T. . 101-1)" END OF EXCAVATION fl'-o' _ 1 - *t' 1 p,Iq DEPTH TO LEDGE MA r �il . - I _ Coo MftY ',Jib__ DEPTH TO GRUIJIJD WATER N/A r g4Y O Ea1sT1 NC, gp R x STORE ; nea T;NC, Appet ORc PERCOLATION TESTS cR swkc C eq STOFO m3R NO. _ <TrPae.\ OBSERVED WATER LEVELS NO. _)— P G. START PRE SOAK - _t_11 _.—_ -�' `"`' •k'1'+u P IN TIME @ 12 INCHES 9;•.3° .—. C—r7:1 1'° 1.0.erCc. 1141^1 TIME N,9 INCHES 91.31 Ddutltu .I TIME e 6 INCHES `7 3L - � � rd +omd wE ST Fnan,s Ro. w>xe PERCOLATION RATE (I`11F!/INCH) 2.na"A y __—__. nl ,C& Y:L �L�D,n. SITE PLAN r 1 i nn�Cu •,w� e FORM 11 - SOIL EVALUATOR FORM Page 2 of 4 Location Address or Lot No.: Fred Mailloux 25 West Farm Road,Northampton,NIA Assessors Map-35,Lot-270 On-Site Review Deep Hole Number: NO.1 Date: 8/21/00 Time: 8+AM Weather: Sunny Location: See plan Land use:field.open Slope(%): 2-5% Surface stones:oceassional Vegetation: grasses, Landform: outwash plain Position on landscape(sketch): Distances from: Open water body > 109 feet Drainageway > 100 feet Possible wet area >100 feet Property line >40 feet Drinking water well >100 feet Other Depth from surface (inches) 0—6" 6—24" 24—72" 72— 120" Soil Horizon A B CI C2 DEEP OBSERVATION HOLE LOG Soil Texture (USDA sandy loam sandy loam loamy sand &gravel coarse sand Soil Color (Munselp 10YR3/2 10YR5/6 IOYR5/4 varigated 10YR4/3 varigated Soil Mottling none observed none observed 10YR2/2 in gravel vein at 66" none observed Other (structure,stories,boulders,wnsist, gravel loose,friable,roots loose,friable,roots gravel 5-10% 1 loose,granular gravel—25%,2-18"stones-20% loose,granular gravel<5%,stones<5% Parent Geologic Material: outwash Depth to bedrock: > 120 inches Depth to groundwater Standing water in hole: NO Weeping from pit face: NO Estimated Seasonal High Groundwater: > 10 ft (per mottles) NOTE: Topsoil stripped from west end of trench. BASED ON DEP APPROVED FORM- 12/07/95 Ic\ENCIN\sollstnr.DOCI IA)eatlnn Addrr s or iut No.: FORM 12 - PERCOLATION TEST Fred Maillouz 25 West Farms Road,Northampton,MA Assessors Map-35,Lot-270 ' COMMONWEALTH OF MASSA(:HU'SETI'S Northampton, Massachusetts Percolation Test` Date: August 21, 2000 Time: see below Observation Hole No. 1 Depth of Pere 38 Start Pre-Soak 9:18 AM End Prrsoak 9:33 Time at 12" W.37 Time at 9" 9.40 Time at 6" 9:44 Time(9" - 6') 4 min. Rate (mi mil neh) <2 mpi _ �r__._.f,.......a:n loNM1 Hip] mad1''na AND reserve area. minimum() 1 percol inoo des Site Passed fl Site Failed ❑ Performed b): Witnessed by: Comments: 1 Gregory J. Newman, P.E. Peter McErlain, Northampton BOH Consistent with 1991 perc test by others, attached BASED ON DEP APPROVED FORM-12107/95 (CvENGIN)SS-SITEIC-ERVRia DoC) No FORM 11 - SOIL EVALUATOR FORM Page 1 of 4 Commonweath of Massachusetts Northamoton,Massachusetts Data. Soil Suitability Assessment for On-site Sewape Disposal Pcrfornwd by: Gregory J.Newman P.E.34017 Date: Aueust 21 2000 Witnessed by: Peter McErlain Location Address or Lot No 25 West Farm Road Northampton,MA Assessors Map-35,Lot-270 New Construction ® Repair Owner's Name,Address&Tel.A Fred Mailloux 78 Turkey Hill Road Northampton,MA 01060 413-586-4152 Office Review; Published Soil Survey Available: No ❑ Yes Year Published: 1995_ Publication Scale 1:2 0 B Soil Map Unit: Hinckley Drainage Class: MIT Soil Limitations: potentially severe—poor filter Surficial Geologic Report Available: No ® Yes ❑ NOT REVIEWED Year Published: Publication Scale: Geologic Material(Map Unit) Landform: 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): N/A Wetlands Conservancy Program (map unit): N/A Current Water Resource Conditions(USGS) - Month: July 2000 Range: Above Normal Normal ❑ Below Normal ❑ Other References Reviewed: Mass-GIS Title 5 Map Panel 8-no impact area. Preious pert test by E.J.Flynn Engineers,Inc.—5/21/91,attached BASED ON DEP APPROVED FORM - 12/07/95 IC:\ENG IN\SOILSUIT.00CI Location Address or Lot No.'. FORM 11 - SOIL EVALUATOR FORM Page3 of4 Fred Mailloux 25 West Farm Road,Northampton,MA Assessors Map-35, Lot-270 On-Site Review Deep Hole Number: NO 2 Date: 8/21/00 Location: See plan Land use:field.open Slope(%): 2-5% Vegetation: grasses, Landform: outwash plain Position on landscape(sketch): Distances from: Open water body Possible wet area Drinking water well Time: 8+AM Weather: Sunny Surface stones: occassional >100 feet >100 feet >100 feet Drainageway Property line Other >100 feet >20 feet Depth from surface (inches) 6-32" 32-78" 78-96+" Soil Horizon A B C1 C2 DEEP OBSERVATION HOLE LOG Soil Texture (USDA sandy loam sandy loam loamy sand &gravel coarse sand& large stones Sol Color (Munsell) 10YR3/2 10YR5/6 10YR5/4 varigated I0YR4/3 varigated Soil Mottling none observed none observed 10YR3/1 in gravel vein at 72" none observed Other (structure,stones,bouldere,cotsist., gravel loose,friable,roots loose,blocky,roots gravel -5% loose,granular gravel-25%,2-18"stones-20% loose,granular gravel<5%,stones-15% Parent Geologic Material: outwash Depth to bedrock: >96 inches Depth to groundwater: Standing water in hole: NO Estimated Seasonal High Groundwater: >8 it (per mottles) Weeping from pit face: NO RASED ON DEP APPROVED FORM- 12/07/95 IC;\ENCI N\SOILSU IT.DOCI Location Address or Lot No.: FORM 11 - SOIL EVALUATOR FORM Page 4 of 4 Fred Mailloux 25 West Farm Road,Northampton,MA Assessors Map-35,Lot-270 Determination for Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole inches ❑ Depth weeping from side of observation hole inches ® Depth to soil mottles >120, >96 inches TP#1 & 2,resp. ❑ Ground water adjustment feet Reading Date: Index Well Level: Adjusted groundwater level: Index Well Number: Adjustment Factor: Depth if Nat rail• 1 ccurif Pervious Mat'ria Does at least four feet of naturally occuring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes Z No ❑ If not,what is the depth of naturally occurring pervious material? Certification 1 certify that in June 1995I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature Gregory . ''ewman,P.E. BASED ON DEP APPROVED FORM- 12/07/95 Date 4Zki, IC:\ENGIN\SOILSIIIT.DOCI WEST FARMS ROAD Si1E EVALLUi9ON 5 JMNV Y: r7-I 17EPih = 120' ; EGHWT> 120" ; PEiC < 2 MP' fP-2 17EPPn = 96+ ; ESNWf > 96" . ¶P91-! '7EPTN - 120' ; GROUNDWATER< NOT EO'_ING P:RC < 2 MAI TI2 2, P M - 9611 , GROLIV/WATER= NOr FOUND" ; ❑ TP-1 O PT-L an--¢uazan —W- 1 NEWMAN ENVIRONMENTAL ENGINEERING P.O. BOX 995, 21 GUARD ROAD, WORTHINGTON, MA 01098 TEL: 413-238-5383 FAX: 413-238-4276 Ztst MA111 a1Kr.r. 1, r .v. IIVA V! F DATE: 5 z 4(_ DE, xQltillOh.2p OBSERVATION PITS ` 3 . LOT ° /■/ — WEATHER_ ��AQ COOS �o° Strata VISUAL IDENTIFICATION OF SOIL Change CLIENT FRe}� !�9.tlln✓v Depth AND/OR ROCK STRATA NO. _2_.- r i JOB LOCATION ---WEl .FRP m9 ROAo •S-1--