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218 Lot 9 Soil Assessment 1996 N FORM ! i - SOIL. EVALUATOR FORM OWNER ' S NAME: LOCATION ADDRESS2t$ LOT # 9 JOB NUMBER: i 9( --0 'DATE: �'� Z _, COMMONWEALTH - OF MASSACHUSETTS No2.i j� nrAPTow Massachusetts I oil Suitability Assessment for On-Site' Sewage Disposal Performed By: M6c-- LczaT1\L Witnessed By: mc- E­YA C�\n Location Address or Au,-4 VIJC, v\, .TSS QZ` Owner's Name.,F09 QTt /9J Lot ♦9 Address, and +`7© )Q u c7 U bd rl t z , I Telephone a i i New Construction ❑ Repair ❑ Number of Bedrooms Office Review . Published Soil Sulvey Available: No ❑ Yes Year Published /Vt Publication Scale: Soil Map Unit1MFRR)MIAC_ Drainage Class Soil Limitations _.Surficial Geologic Report Available: No ❑ Yes. F-1Year Publishe-10 Publication Scale Geologic Material (Map Unit) Landform Flood Insurance Rate Map: Above 500 yea' Flood boundary NO- ❑ YES M1 Within 500 year. Flood boundary NO ® YES ❑ Within 100 year Flood boundary NO YES Wetland Area: National Wetla n:d Inventory Map (map unit) Wetlands Conservancy Program Map (map unit) Current Water Resource Conditions (USGS) : Month Range: Above Normal � Normal ❑ Below Normal . ❑ rt 4-i�n r+ i r+l....+.....+, t't . .._ .... .....t. FORM it SOIL EVALUATOR rORN IWNER ' S NAME: Page 2 .00ATION ADDRESS: LOT 06 NUMBER: On -,; Site Review eep Hole Number Date: —1612. 19(nTime:' 9 ,'!'3Q Weather: ocation (identify on site plan) and use: 1-/A\r1E16-L_D slope -Surface stones tQaWf- egetation: A1_1=,tLj=4 andform: )sition on Landscape (sketch on the back) istances from: Open Water Body -2-C 4 feet Drainage way ,slant Lf_ feet Possible Wet Area 28� feet Property Line /00i feet Drinking Water WellA,�o feet Other: DEEP OBSERVATION HOLE CIG epth from Surface Sail Horizon Euili Texture Sail Color Soil Mottling Other (inches) (USDA) (Munsell) (Structure, Stones. Boulders. Consistency. X Gravel) F12- PI, S 14 0Y rZ+14 4 f yp .Y 41 F 4/ -7,S 3 FIS. -77.. 4 c7 �Y 413 -7,S-,rp_% F1 P-M 1165- 1 ; 7— 1� 5- '-'ac,1 v 461) trent Material (geologic) 0 I-CAJ Depth to Bedrock: r, li 0 q3th to Groundwater: Standing Water in the Hole: I US Weeping; from Pit Face: FORM 11 - SOIL EVALUATOR FORM DWNER ' S NAME: Page 2 -OCATION ADDRESS: LOT # JOB NUMBER: On ', Site Review ; Ly CLby )eep Hole Number Date:-, 1012-1% Time: mi a A -Weather: .ocation (identify on sitelplan) .and Use: /,AyrigrLb Slope surface stones 4WL9- fegetation: �LJ=6L PM10 .andform: losition an Landscape (sketc.h on the back) listances from: Open Water Body f feet Drainage way ldvaZ" feet Possible Wet Area �7z�64 feet Property Line JS? ' feet Drinking Water Well feet Other: DEEP OBSERVATION HOLE LO. G Depth from Surface Sail Horizon Sail Texture I Soil Color Soil Mottling Other (inches) (USDA) (Munsell) (Structure. Stones. Boulders, Consistency, x Gravel) 0 A0 Ef 7 C F K t� Y 14 C_E ! F,A Kr�> 'X anent Material (geologic) Depth to Bedrock: apth to Groundwater: Standing Water in the Hole: Weeping, from Pit Face: 7Z t n I I FORI'M i•i — SOIL CVALUAIrG.: I OWNER ' S NAME: LOCATION ADDRESS: LOT JOB NUMBER: _ ���Off' DATE: I02 9G i I D���;,� .� �. ��� for S::aSonc . H �� r "Ialaaz:. Method Used: ❑ Depth observed standing in observation hole inch=s . ❑ Depth weeping from side of observation hole inches . © Depth to soil matt les bol 3C, inches. bN Z ❑ Ground water. adjustment feet . index Well Number Reading Date Index well level Adjustment factor Adjusted ground water level I • Depth of Naturally Occurring Pervious Material Does at least four f�eet .of naturally occurring pervious material exist in all areas observed throughout ;the area proposed for the soil absorbtion system? u(= f ' I If not. what is the depth of naturally occurring pervious material? Certification I I certify that on In 9< (date) I have passed the examination approved by the Department of Enviroihmental Protection and that the above analysis was performed by me cosistent with the required training. expei^tise and experience described in 310 CMA 15.017. G 5ignatur Date /Q 2 7 SITE EVALUATION/TEST PIT DATA i r - Date kA-4 31 19, �2> — Evaluator Ie. N. 8 2i L�„Ges Town Lit)ag4Aj-tp 1%j f SCS Soil ;Name Client.,, UZ -16oR_AwSy_j VJ IT S's Texture Color Consistency Structure mottl'il V 0 -r©pso1 c- aK,. L�2�1 SoFT E, o2G. t,..oaa•+ 6 .7 .. 12 :5►u 24 �+.►D L+t • 3031 � 36 42 48 Fl�.Is 54 60 . h ,. 66 �a�D G2.�J►/ 72 84 • 96 ' • 108 �,• 0 20" zoTDM kio -L'3Aqzi kiL) C-El"�GG TPi ; 1_ ESHWT DPTB TO.BEDROCK RESTRICTIVE LAXER DPTH TO ROOT OBSERVED WATER�� • Locationiof Test Pit an Lot Noes KAa V-A I i I i