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Home My WebLink AboutSoil Suitability Assessment � • FORM 11 SOIL EVALUATION FORM � �nvc. G 260 Ganbetry H'ghway•Raub 6A Orl��,MA 02653 Ph(508)255-6511 Fa�c(508)255-6700 File No: C 14518.06 Date: April 6, 1999 Commonwealth of Massachusetts � Yarmouth, Massachusetts j I Soil Suitabilitv Assessment for On-site Sewa�e Disposal � Performed by: John G. Schnaible Witnessed by: Amy Von Hone f � • Location Address or Owner's Name Jack Phelan � Lot#: Lot 4,Parcel CI-4,Map 80 Address: PO Box 7352 ! Fairwood Rd, Yarmouth Kensington, Ct 06037 I Telephone# � New Construction � Repair ❑ �� O�ce Review Published Soil Survey Available: No ❑ Yes � Year Published: 1993 Publication Scale: 1:25000 Soil Map Unit: CdA i � Drainage Class: Well Drained Soil Limitations: Poor Filter ; � Su�cial Geologic Report Available: No ❑ Yes � . Year Published: 1974 Publication Scale: 1:24000 ' � Geologic Material (Map Unit): Qhw Harwich Outwash Plain Landform: Outwash Plain 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 unit)Upland Wetlands Conservancy Program Map (map unit) -- Current Water Resource Conditions (USGS): Month: Marcli Range: Above Normal ❑ Normal ❑ Below Normal � Other References Reviewed: � � , . Appendix 4 Page 2A + On-site Review Deep Hole Number: 1 Date:4/5/99 Time: 11:45 Weather: Sunnv Location(identify on site plan)_Rear of Lot Land Use: Residential Slope(%): 0-3 Surface Stones:None Vegetation Pine and Oak Trees Landform Outwash Plain Position on landscape(sketch on the back):See Sketch ', Distances from: Open Water Body 200+ feet Drainageway 100+ feet Possible Wet Area 145+ feet Property Line 25+ feet Drinking Water Well 200+ feet Other , DEEP OBSERVATION HOLE LOG ' Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (Inches) (USDA) (Munsell) (Structure,Stones,Boulders, Consistenc ,%Gravel) 0"-4" O ' 4"-10" A Loamy Sand 10 YR 4/2 i 10"-33" B Loamy Sand 10 YR 4/6 33"-128" C Sand 10 YR 6/3 NONE Fine to Medium Sand with Fine Gravels � � f r �g € � Parent Material(geologic) Pro,�lacial Outwash Depth to Bedrock: 200'+ Denth to Groundwater: Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water: 33+ i ! t � � . E . Appendix 4 Page 2B � � On-site Review Deep Hole Number: 2 Date: 4/S/99 Time:12:45 Weather: Sunny Location(identify on site plan} Rear of Lot Land Use: Residential Slope(%): 0-3 Surface Stones:None � Vegetation Pine and Oak Trees � Landform Outwash Plain Position on landscape(sketch on the back):See Sketch i Distances&om: � I Open Water Body 200+ feet Drainageway 100+ feet i Possible Wet Area 150+ feet Property Line 20t feet Drinking Water Well 200+ feet Other � I � DEEP OBSERVATION HOLE LOG ' i Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other ! (Inches) (USDA) (Munsell) (Structure,Stones,Boulders, ' Consistenc , %Gravel) f i 0"-3" O I 3"-8" A Loamy Sand 10 YR 4/2 � � I 8"-36" B Loamy Sand 10 YR 4/6 i 36"-126" C Sand 10 YR 6/3 NONE Medium to Fine Sand with Fine Gravels ' Parent Material(geologic) Proelacial Outwash Depth to Bedrock: 200'+ De�th to Groundwater: Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water: 33+ ^ � PERCOLATION TEST Page 3 Location Address or Lot No. Lot 4,Fairwood Road.Yazmouth COMMONWEALTH OF MASSACHUSEI-fS Yarmouth , Massachusetts PERCOLATION TEST'� Date: 4/5/99 Time: 1:00 ' Observation Hole# 1 2 Depth of Perc 72" - ' Start Pre-soak 0:00 - End Pre-soak 15:00 - f f � Time at 12" 0:00 -- i Time at 9" 2:56 - Time at 6" 5:56 - Time(9"-6") 3:00 - Rate MinJInch <2 - *Minimum of 1 percolation test must be performed on both the primary area AND reserve area. Site Passed � Site Failed ❑ Performed by: John G. Schnaible Witnessed by: Amv Van Hone Comments: The C horizon in DOH#1 and DOH#2 is considered suitable for subsurface disposal of sewaue � � i r k � I � � , � ' { � ' Job C14518.06 Sheet No 4 Of 5 � � Calculated by: JGS Date: 4/6/99 ; I �i��'i Scaie 1" =50' k ( C 260 Cranberty Hi�way'Roule 6A '; Orleara,MA 02653 , i PM(508)255-6511 P87c(508)255-6700 i � \ SKETCH PLAN SHOWII�IG DEEP OBSERVATION HOLE LOCATIONS: �-- � i \ � r—=, .�- - i � � [ � ''` I ( J � 1 ; � � f � � � � � ��—1 ' f��I�.D�+'� � � �a� � � � � � ...�.� � � b o� � � �`y �J � � �, b�� --� � � � --�d u-� � �- r� r � �� .�o� , � � �ou�z. �zs � C�o � � \� za � 1 J O� �J s n z 3 FORM i l -SOIL EVALUATOR FORM PAGE 5 Determination for Seasonal Hi�h Water Table � ; Method Used: N/A � ❑ Depth observed standing in observation hole inches ❑ Depth weeping from side of observation hole inches ❑ Depth to soil mottles inches ❑ Ground water adjustment feet Index Well Number Reading Date Index well level ' Adjustment Factor Adjusted ground water level Depth of Naturally Occurrinq Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes ' � If not, what is the depth of naturally occurring pervious material? ' Certification i I certify that o 5/9/95 (date) I ve ass he examination approved by the � Department f En on tal Protection t t th a ove analysis was performed by � me consiste t with e e uired t a ing, e e i e a xperience described in 310 CMR 15.017. Signature � Date, CS/ � . � i k I � � � � E