341 Soil Test 5/31/06 FORM11-SOIL EVALUATOR FORM
No. pT-20-3•
Commonwealth of Massachusetts
Northampton, Massachusetts
Soil Suitability Assessment for On-site Disposal
Performed By:
Witnessed By:
Thomas S. T.700 Date: 5/31/06
Janie Mathieu. Town of Northampton
Location Address or Lot No
Audubon Rd.-Private Drive-Lot 9. Nort
New or Repair Construction: Construct New
Owner's Name. Address&Tel.#
tamnton Jane Hill
c/o Goggins Realty 8 Main St
Florence. MA 01067
586-7000
Office Review
Published Soil Survey Available: No ❑ Yes
Year Published: 1980 Publication Scale: 15840 Soil Map Unit:g
Drainage Class: well drained
SOU Limitations: Severe effluent limitations: slow percs.
Soil Type: pips Paxton stony fine saidv loam
Superficial Geologic Report Available: No Yes
Year Published Pub ication Scale:
Geologic Material(Map Unit)
Landfomt
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)
Wetlands Conservancy Program Map(map unit)
Current Water Resource Condition USGS): Month
Range: Above Normal Normal❑ Below Normal❑
Other References Reviewed:
X
X
DEP APPROVED FOAM - 12/07/95
FORM 11-SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No.: Audubon Rd -Private Drive-Lot 9, Northampton
Number:
222
On-site Review
Deep Hole#:
Date:
Land Use:
Vegetation:
Slope(%):
Distance In feet
Open
Possible
DdnIdnq
2 SoII Evaluation
Number
Surface
Orainageway.
Property
PT-20— 392
5/31/06 9.30A(4Time
Weather:
Stones:
Landform:
Line:
Other:
clear
woodlot
yes
hemlock and hardwoods
till plain
2%
>150
>150
from:
Water Body:
Wet Area:
Water Well:
>100
30
>150
Depth from
Surface
(Inches)
Soil
Horizon
Soil Texture
(USDA)
Soil Color
(Munsell)
Soil
Mottling
(inches)
Other
(Structures,Stones,Boulders,
Consistency,96 Gravel)
0 - 4
4 - 20
20 - 91
A
Bw
C
fine sandy
loam
fine sandy
loam
fine sandy
loam
10YR 5/8
10YR 5/4
10YR 5/2
Mottles
10YR 4/4
10YR 4/1
no
no
30
>5%
friable
10% gravel, friable
compact till, roots to
distinct, coarse
46"
*MINIMUM
Comments:
Parent Material(geologic):
Depth to Bedrock:
Depth to Groundwater.
Standing Water in
Weeping from Pit
Estimated Seasonal
OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL
AREA
91 Inches
86 Inches
82 Inches
30 Inches
the Hole:
Face:
High Groundwater:
glacial t i 11
Depth
YM
YES
of Excavation:
Depth:
Depth:
DEP APPROVED FORM-12/07/95
LOT 9
13.62 acres.
PL
Notes: 9 series deep holes conducted 4-4-97
5 series deep holes conducted 5-31-06
9-1
Gap in wall
5
v.
9-2
5.2
PL
Called North 1.
1� PL
I�
®
Pew mt SYMBOLS k
L 413- el
-Deep Hole k
Date: Owner.
SITE PLAN Jane Hill HOMESTEAD INC.
5/31/06 Thomas S.Leue R.S.
Scale:1:100' Audubon Rd. Lot 9 1464 GPest
Revision Date: Leeds, MA 01053 wlaiam.roatgMA01096
Except as Noted 141316284533 3