Loading...
HomeMy WebLinkAboutLot 14Commomveollh of1fassachaseps Town of Mansfield Soil Suitability Assessment for On -Site Sewage Disposal Fee $150.00 VJNew ❑Upgrade Site Number Location address: Ro 11 lvj �reP.(a Sulbdiv%siun Applicant: ON &flan f, Fea< .bed Subdivision/Lot: LoT 14 Grin Dew LANe> Address: lcly steam; 4ve. lylansfie�( Owners: THOMAS P, WAe SH lav sTIAN+ +K �. Telephone: $p8-8719-0915 AWE-60 ,MrC- R.D. MANSr-IELDI M14-02py$ grrt.ego (to, M A • 02703 Performed by: RXM Er IneeriU L'a.y INc, Witness: Scott Leite, Health Agent (Site Evaluator) Address: l.;-0 No. YYIa!� n IY1a RS�s et�i Address: Six Park Row, Mansfield Telephone: 'Zy8 -331 -3731 Telephone: (508) 261-7366 Office Review. Soil Survey published 1978 Publication scale 1:20.000 Soil Map Unit HPR 1 14FE Drainage Class __ A Soil limitations PooQ !'orQVflAt r-oR FA� i21v n PeRAt¢»r3lcirY Fe+4ra A r /^oR Mesr URr3A.y Surficial Geologic Report not available. Geologic Material 6LA/ l A L. OoTwA SJj Landform ,&AM t: _ Flood Insurance Rate Map: kAbve 500 year ❑ Within 500 year ❑ Within 100 year flood boundary Wetland Area: National Wetland Inventory Map (unit) Wetlands Conservancy Program Map (unit) Current Water Resource Conditions (USGS) Month 0-7 Range: ❑ Above Normal E31�ormal ❑ Below Normal Other Summary TH l TH Z Soil class Z T— Percolation Rate Z M P I Z me I Adjusted ground water 17 o_ Certification I certify that on April 30, 1993,1 have passed the examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with W the required training, expertise and experience described in 310 CMR 15.017. ILd Scott Leite Date Locus CAME>e�j 3oDoIN RocHE yA� / LoT $ LOT 14 Lvr 13 rH2 rS Lcr15 -site Review .ocarior= . r It/ C-� hncrrl Lanl� afeTu LY l8� 20l7 pare_ of / i j Land use _.. VA L _. Ltvudforne 'vcgetaron WooDe-D__. Suracestones F/i/ _ Sloneo-8% r Distance &om: Open water body -19—r Possible wetland Z5-/ Drainage way J( Drinking wed __,q� Property line 33.1 Deep Obsei-vation $ole Log Test Dole Number Parent Material G✓+crg t— Ovnp-SN Depth to bedrock _/2o Depth to G1_L Ito,., t3 wooP CI Seep [p:- hed f7 "let Depth of naturally occamng per„ioun matenal 2.8 -IZp "c J2 " ❑ i it_h C; i.,m 0 Dnp I P,eMb sue i Hm! -mture I Color I :A n- it Ci - S-Ience O- IV, A L w/Roor5 /oY23/2 y S L /ov26/8 I28-120" I GI ICLcAn t SANb 2.5-Y7/Z- Ij I I I Test Role Number 2. Parent Material Ge.nun.� Ovt-a✓q-S Depth to bedrock _Z t ' c DepUi tc Glx% _ fdr, e'k", ;7 ll�ep sl�p I �.-vlt sI:i Depth of naturally occurring pervious material LY'=/Z '_ /O/ " ❑ High [tom .. ❑ D p ❑ Steadv 1 i ill "ill, a Dcic,,e in,, j i3e}tti:.'sur j t3izu texinre� Oolo. ' �ot#l:nga i;cassstance i - :>i j r�lodaiiers �e- 6„ A I Lw/RaaTS I toYR3/Z �4r, IZ.51 C-1 CL,-iv ,$AND Z. SY 7/2 Percolation 'rest yes* role "I ' TN 2 Depth o`Perc j Zb"=y6 " 35"-53 Presoak j q; 54 AM lot 22 hr, End Presoak Iq:S),a-M Time 6, ,SOAK Time t 9--o") iSO4x, 1 RatCM1N/}N ;2Mel 2mpI NvN Je' Determination. for Seasonal lli-, lVater ,Method used .-- 1 - 3 Z Depth observed s:ard'vi�= NONE 1V aNE ii"DYh :veepinP, I1VON67 NONC Depth to soil molt es NONC NoNE 11::3ex Well j .... I !r I Berry School Gilbert Street I 3 i�rutt Street $ - USGS Well I }ndea Wd! Le�-j Lcss: lodes r,•dl hi--h dJusiment facio: `�eYe i,CVCi Lcss: ;adjustment Fa=_tar :-1;li��a'{ed rnnetuL weier Votes f4 U) O Cl 0 d 0) M 2 m m l� C O L V c E O J a) U) U) Q l N � � d r N cc ++ O m E L U O O LL 00 lL Q c O J M U E 0 � Q W it 100 I e a F 0 Z D <z I / { } « \ \ � e G \ //# � \ � m ME I\ ■ ■ } { ! ƒ « \ ° © 3 0 \ \ f { \ a o � ; �o - c u N N — o > o z N co J o � Q �I CY o O N NCO a : \ § { �J; \ j (} \ } _ { / \ JNI ^ ^ � k � \ o \ o / - i / : \ El \ 0 9 $ } \ ) / f El\ \ ƒ \ / O 3\/\ d « w z + a I I J I I I I I �Iv�l hj � � M ov — o D {L z =� Q at U o N c O U o 1 N O N m 2 � s � n_ F OL v O W� r c CD 9\ E J to m U) U) d N 7 L Q � U � A = W = gy U) °� O L w N Oo � E 3 E O E L O O v v u. a m N 0 L N N L O 0 E T O O o L m N E N � O = X O w N V m v m m C 0 � 3 o � 0 N m 3 L L C O O O 0 o ci ❑ ❑ ❑ 0 3 (9 O a ro a) r_ w - � U d t o n_ o � - O N N �^ N N t N v (7 � J O (n � o � O m � � � o � � m N Z a" r. o N N N = X N ti N T @ N � (Q � N o a Z d � N d (0 U) N N 3 U n �O •L N � o T m N C6 N m o m o u) U u � E ❑ Q N T N � T m 0 m .Q m O T Q— C � d 0 0 co u.i 0 0 in LL o c rn N w a v v - _ 0 u m o m N ry� S L_ O N N T N o O o � c ' o � t v h o Q L � a a, C o n a m � N 1 � O v 0 � � N a E w o � LL Iw E L' � N O Y ry N O 0 3 vi m` � c � o U >, o � N C) 0 O L 2 3 m d£ U � C � N � v U � _ v r m O ^L' zs fB N O CL _U) O U� �n c c-SO i O � N E I_ N N N co Q N v m N— t .Q U C�, N co R ` (L- N O 'Z � � O CO R 3 o r— E o 3 o o O U CJ LL LL