36 Soil Eval Form 1996 No. - o / La"r t 11
FORM II - SOIL EVALUATOR FORM
Page 1 of 3
Date. 4-22-9g
Commonwealth of Massachusetts
NoR14AMifrOPJ , Massachusetts
Soil Suitability Assessment for On-site Sewage Disposal
Performed By: T 5r4' E MActieuJU'S R.S. Date. 4-21-95
Witnessed By: elR M ERLA)N - HESCfr} A6E14T
Laos Adana 5cWEREKiN MEACCtuS 0-- m—.TfDDCEU.uRA R[ A0
La �� si taoufE �6 � WESTrrWQ'Pron.l, MA
New construction ('Repair ❑ 413 52 ) — 803
Office Review
Published Soil Survey Available: No ❑ Yes 4 Q_ !'_$
Year Published 98 Publication Scale ) 15840 Soil Map Unit AM T
Drainage Class ft,oOFyineflataL Soil Limitations SD/flirt I WETNESS—[Ma CCTERH cr enis cave
Surficial Geologic Report AvailablefNo ❑ Yes IE
Year Published Publication Scale
Geologic Material (Map Unit)
Landform OlTwAS:Hh 04.AS _
Flood Insurance Rate Map:
Above 500 year flood boundary No ryy❑Yes Iff
Within 500 year flood boundary No L�J,/Yes ❑
Within 100 year flood boundary No CJYes ❑
Wetland Area:
National Wetland Inventory Map (map unit)
Wetlands Conservancy Program Map(map unit)
Current Water Resource Conditions(USGS): Month
Range :Above Normal ❑Normal ❑Belev Normal ❑
Other References Reviewed:
DO APPROVED FORM•12/07N5
No.
FORM 11 - SOIL EVALUATOR FOF
Page 1 o
Date: 22z4±5::
Commonwealth of Massachusetts
Massachusetts
Soil Suitability Assessment for On-site Sewage Disposal
Performed By: yEn„viz__.a... -(AAt9tr-a S-*
Witnessed By: .....P676C o r e_tsl,lt....
Date: 8 '4. 1
Loa po,A,,,..
'°'II
New Construction Repair ❑
°-r ' . Ta DP [Etc urz4
Am,n,.
takpbrtr c $O 0rN9np Yi..9 ecs
p7ev yrse3b.9
913 fat 7 goo/
Office Review
Published Soil Survey Available: No ❑ Yes
Year Published !.2/ • Publication Scale 1:1>"911,12 Soil Map Unit /7 Age.
Drainage Class Wart-,s Dz.+ U
, t,>Soil Limitations Stare . /vs. ?Sac tsIte
Surficial Geologic Report Available: No ❑ Yes ® N>1' 42S:F e ai b Ty
Year Published Publication Scale
Geologic Material (Map Unit) A41- Re a$j "Si
Landform ditewrs.; -?Len ko. _.
Flood Insurance Rate Map:
Above 500 year flood boundary No Oyes ❑ )7f
Within 500 year flood boundary No ❑Yes ❑ I p„,7 e fgete . ib
Within 100 year flood boundary No ❑Yes ❑ J
Wetland Area:
National Wetland Inventory Map (map unit) Ake T t57t+cet p t'p
Wetlands Conservancy Program Map (map unit) •
Current Water Resource Conditions (USGS): Month
Range :Above Normal ❑Normal Below Normal ❑
Other References Reviewed:
DEP APPROVED FORM-12/07/95
FORM 11 - SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No. t
On-site Review
Deep Hole Number i Date: g .loo-17 Time: .R•d• fn Weather
ctc'92
Location (identify on site plan)
Land Use .Rest D e.v 1.4 1.— Slope (%) 52' Surface Stones VC
Vegetation 'ic) L.Q.. ...... .
Landform WT Dznemvar2
Position on landscape (sketch on the back) _.,...
Distances from:
Open Water Body NONt feet Drainage way Rio"' feet
Possible.Wet Area _6O feet Property Line 15r feet
Drinking Water Well /AMY feet Other
Te Os jYar<
DEEP OBSERVATION HOLE LOG.
Depth from
Surface (Inches)
- -
Soil Horizon
Sail Texture
(USDA)
Soil Color
(Munsell)
Soil
Mottling
Other
(Structure,Stones,Boulders, Consistency, %
.Gravel)
b -Ey Idr
I dtr *b 24
74 Tp rdn
9
A
atv
C.
5,,
54
m�r
Io7aly
IOya �F
'DY''. J
5 i ryD
I Oyt li
(e
4°4-+
tsfw 4/E LDO`7
fnf.e MLI Leo OE I ea2.6i 'xi-,
w,6D. ,. Flir $.e..a
S /e 64•F ELI rd eGS41Et
Ot sree•EY
n
Parent Material(geologic) OVTArq y:9
DepthtoBedrock
Depth to Groundwater Standing Water in the Hole:
Estimated Seasonal High Ground Water: 70„
98e
Weeping from Pit Face:
Sr
gar
PEP APPROVED FORM-12/07/95
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toff.'1 )1 - SOLL EVALUATOR FORM
Page 2
On-site Review
Deep Hole Number DatergV.H7 Time:0'0 PV Weather CCL°'gZ
Location (identify on site plan)
Land Usela6if!%e4''t4b Slope (%) &70- Surface Stones _flPs.t
Vegetation (-767267
Landform ..POT pet...,set> ----
Position on landscape (sketch on tie barn:; ._.... _...
Distances from:
Open VJaier Body M NA iett Urtr.tage way NO t feet
Possible W''.: Area _7e feet Property Line Le feet . ,
Drinking Water Wel' /be! feet Other
LP OBSERVATIDN' hIOLE LOG
Pepin from Surface Soil Hon:
p'cnesl
Sou Texture
IUSCAI
Is " To aa't
13
+✓NGD
5,ew 7
Sail Color
IMunseIL)
Soil Mottling
An)
lff'to
a7 Le `r
Other
(Structure. Stones. Boulders.
Consistency. % Gravel(
Lis 4.7
Fat�31t/ Loe7L
Fr/k4/t- Lent
?Met Sjlllt "EF, Yo
fit We 59vp S Ai
fo-4tt+f
Parent Material (geologic) Ot ttyq 421 Depth to Bedrock. .I 3S
Depth to Groundwater
e
Standing Wa _r in the lice: 118 _
Weeping from Pit Face 7P
',slater:',slater:_pti�na:aC ;e.ason al F.ig^� Ground ',slater: (p0
err
Deep Hole Number
Location (identify on site
Land Use OPeAl —
Vegetation ..0:RAGS
Landform O•,iWASH PLAN
Position on landscape (sketch on the back)
Distances from:
Open Water Body 7100 feet
Possible Wet Area 1001 feet
Drinking Water Well N/A feet
plan)
' LOT i k
On-site Review
Pap
Date: 4-2fr9S Time: 2. 30 PMWeather CLe1K/4)it.
5EE PLAN 4 -
Slope (%) 3% Surface Stones N0 -6
•
56E PC.r9N
Drainage way feet
Property UM 20 s feet
Other
DEEP OBSERVATION HOLE LOG
Depth keen Suttee. I Soil ftowen I Soil Tsrtws
finches' IUSOAI
•
Soil Caa
.Muni
Sod Months
•
o - Ap /s iC
f] p NE.
Ir
co- 16 -
,(91,- 44r,
C1
44 - 120 I C Z,
SILT LOAM
•
FNt Stl+7
SAND
Patent Material (geologic) .S P&'o
io * y
P;Sy 4/2
peoth to Groundwater( Standing Water in the Hole: 9 ,..
NOwaE.
M6flLt$&
DBE TO
cx'i'JM L,
CHP06t
710%
tort
Other
IStructun.Stores. eou'ders,
Continency. if Greve
6NCi�>c PLAIx
Ai :,bct s (.uhtc„tt
w6T
loose, Si6ie
6-1a6
Depth to Bedrock: N/A
Weeping from Pit Face: 4
■ f
Estimated Seasonal Mph Ground Water: q-
REA.&wE C , 34° ' °N AvvD RepcAiCG
ccesalN V■t..1
w t�
Lel II it
On-sire Review
Deep Hole Number Date; 4•2-/�'y-9S Tim.: 2 36 PMw.l h., CL6f9Q/Ml
Location (identity on sits plan) WE kM,4 {
Land Use OPT/ Slope 1%) 3% Surface Siones NO •)_
Vegetation _is' RASS
Landfown Xtw"5i4 PC.AM( ..
Position on landscape (sketch on the back 566 PAN
Distances from:
Open Water Body 7100 f..t Drainage way . . feet -
Possibl. Wet Area feet Property Lin. Za F feet
Drinking Water Well N/A feet Other
DEEP OBSERVATION HOLE-LOG
Oepu.hem Surrw
Itnchesl
Sod When
Se.'Naas
tu80A1
•
Set Corer
.Munee.
Sew Monae
3r) — SS"
CAv1NS\
WALLS
Ar
B
Ct
Ct
S/L
Sill
LOAM
FINE
SALA)
ioyR 3!2
Q.5yR444
2.5 y 5/3
2.Sy 4/2
-7 to Yo
So"
25y S/1
5 YR 3/4-
Other
(Structure.Stones. lamer,
carwatsncy. % Stever
6n95.s jR.v 6l S
eR AQ(.0
t0° S
Mo1Si RA-17
— 1o0 ,e Sr✓ tt
ra' v
Patent Material (geologic) S ANC
p.oth to Groundwater,
Depth to Bedrock:
Standing Water in the Hole: e° Weeping from Pit Face:
ry
Estimated Seasonal Niqn Ground Water: JCJ,I
F.k/A
66 n
Rex oJE C , 1-ioRl2c»1, Rep&c,E, let, l i- CLtP RI
pLLL iv\A7-EglflL.
Location Address or Lot No.
PUKM tt - 3\311- L ALL AIUK PUKAI
Page 3 of 3
# 1l
Determination for Seasonal High Water Table
Method Used•
f)epth observed standing in observation hole 14° inctres
s Depth.weeping from side of observation hole a so inches
Depth to soil mottles I " inches
❑ Ground water adjustment feet
Index Well Number
Adjustment factor
Reading Date Index well level
Adjusted ground water level
Death of Naturally Occurring 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? •
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that on II- q4 (date) I have passed the soil evaluator examination
approved by the Department of Envir .ante] Protection and that the above analysis
was performed by me consistent, • i •— . -gtured training, expertise and experience
described in 310 CMR 15.0174-:
Signature 1
DFl ArnnOfTD FORM-1310703
Date 41- Zit 55
ArcGIS Web Map
m
an
m
stna mpton Rd-Route 68_
a
m
CIO
Wi
\ugust 20, 2015
ots_condos_asr lots_condos_asr hydro_linear
Stream
road names condo Intermittent
road_edge lots DEP Wetlands
rail_trail hydro_surface northampton
buildings_wgs84
1:2,431
0 0.02 0.04 0.08 mi
I 1 I I j l 1 5 II
0 0.0325 0.065 0.13 km
a ueNer