50 Soil Eval Form 2005 O.
FORM 11 - SOIL EVALUATION FORM
Page 1 of 4
Commonwealth of Massachusetts
Northampton, Massachusetts
Soil Suitability Assessment for On-Site Sewage Disposal
'erformed by: Timothy E. Maginnis R,S. Date: Nov. 9, 2005
/itnessed by Ernie Mathieu, Director of Public Health
:atom Address: 50 Old Wilson Rood - Northampton, MA.
)t #:
>w construction: Repair: YES
'fice Review
Wished Soil Survey Available
Owner's name: Joyce August
Address: 50 Old Wilson Road
Northampton, MA
No
Yes
ar Published: 12/95 Publication Scale: 1/15 840 Soil Map Unit: GxE
(Gloucester)
ainage Class: Somewhat excessive
Limitations: poor filter, severe
:r£icial Geologic Report Available NO Yes
>ar Published: Not referred to
:ologic material: glacial till
.ndform: Glaciated upland ( terrace )
ood Insurance Rate Map:
)0ve 500 Year flood boundary No
thin 500 year flood boundary No
thin 100 year flood boundary /GE) Yes
etland Area:
>tional Wetland Inventory Map ( map unit T Not referred to
etlands Conservancy Program Map ( map unit )
Publication Scale
Yes
)rrent Water Resource Conditions (USGS): Month -December
arge: Above Normal Normal
ther References Reviewed: Soil Survey, Hampshire Co.
Below Normal
DEP approved form - 12/07/95
FORM 11 - SOIL EVALUATION FORM
Page 2 of 4
Location Address or Lot No. 50 Old Wilson Rd. - Northampton, MA.
Deep Hole Number # 1 Date: 11/9/05 Time: 10:00 an Weather. Mild
Location: ( identify on site plan) - see plan
Land Use: Vacant Slope: 5X Surface Stones: None
Vegetation grass
Landform glacial terrace
Position on Landscape ( sketch of the hack )
Distances from
Open Water Body: < 100' Drainage Way: > 100'+
Possible Wet Area: < 100' Property line: 25' ±
Drinking Water Well: >100' Other.
ether-
?pith from ( Structure,
-Face ( Inches) Soil Horizon Soil Texture Soil Color Sal Stones, Boulders,
( USDA ) rMunselU Mottling Consistency, ( X grove
_ 6•
Ap
S / L
2.5 Y 3 / 3
Friable, fine roots
dk. brown
- 24'•
B
S / L
2.5 Y 5 / 4
N/A
Friable,
It. brawn
4•' - 108"
0
Sand
5Y 4/2
60•'
0
loose, moist,
10% gravel, stones
Parent Material ( geologic ): Glacial till Indicates
ESTIMATED
Weeping from face: 60" SEASONAL
P' 9 Depth to Bedrock: > 108" HIGHWATER
v
Depth to Groundwater: 108"
Estimated Seasonal High Groundwater. 60"
DEP approved fore - 12/07/95
FORM 11 - SOIL EVALUATION FORM
Page 2 of 4
Location Address or Lot No. 50 Old Wilson Rd. - Northampton, MA.
Deep Hole Number k 2 Date: 11/9/05 Time: 11.00 am Weather. Mild
Location: ( identify on site plan)
Land Use: Vacant
Vegetation: grass
Landform: glacial terrace
Position on Landscape ( sketch of the back )
— see plan
Slope' 5% Surface Stones: None
Distances Prom;
Open Water Body: < 100' Drainage Way: > 100'+
Possible Wet Area: < 100' Property line: 25' ±
Drinking Water Well: >100' Other;
sloth from
-Face ( inches)
Soil Horizon Soil Texture Sot Color
( USDA ) (MunseNU
Soil
Mottling
Other-
( Structure,
Stones, Boulders,
Consistency, ( 7. gravel
_ 8•
Ap
S / L
2.5 Y
3
/
3
Friable, fine roots
dk. brown
_ 24••
B
S / L
2.5 Y
5
/
4
N/A
Friable,
R. brown
C
Sand
5Y 4/2
60"
loose, moist,
4
=
10% gravel, stones
Parent Material ( geologic ): Glacial till
Weeping from face: G0" Depth to Bedrock: 108"
Depth to Groundwater: 108"
Estimated Seasonal High Groundwater; 60"
Indicates
ESTIMATED
SEASONAL
HIGHWATER
O
DEP approved form - 12/07/95
FORM 11 — SOIL EVALUATION FORM
Page 3 of 4
Location Address or Lot No. 50 Old Wilson Rd. - Northampton, MA.
Determination for Seasonal High Water Table
Method used:
lepth observed standing in observation hole; 108"
lepth weeping from side of observation hole: G0"
lepth to soil mottle: N/A
;round water adjustment: 5 Feet
ndex Well Number: Rending Date: Index well level
adjustment factor Adjusted groundwater level: 5 feet (GO")
lepth of Naturally Occurring Pervious Material:
oes at least four feet of naturally occurring pervious material
mist in all areas observed throughout the area proposed
or the soli absorption system ? YES
if not, what is the depth of naturally occurring pervious material ?
Certification
certify that in November 1994 I have passed the soil evaluator examination
r pproved by the Department of Environmental Protection and that the above
analysis was performed by me consistent with the required training,
?xperience and expertise performed by me consistent with the required
training described in 310 CMR 15.017
ignature
Iroothy E. Maginnis R
P approved form — 12/07/95
e 11 / 15 / 05
FORM 12 - PERCOLATION TEST
Location Address or Lot No. 50 Old Wilson Rd. — Northampton, MA.
Northampton
COMMONWEALTH OF MASSACHUSETTS
PERC❑LATIIN
TEST
Dater November 9, 2005 Time: 10:00 AM
Observation Hole #
# 1
# 2
Depth of Perc:
48'
50'
Start Pre-soak
10:30 AM
10:55 AM
End Pre-soak
10:45 AM
11:15 AM
Tine at 12'
10:45 AM
11:20 AM
Tine at 9'
11:05 AM
11:50 AM
Tine at 6'
11:42 AM
12:40 PM
Time ( 9' - 6'
37 minutes
50 minutes
Rate Min / Inch
12.33 mpi
16.67 mpi
Site Passed n
Site Failed ❑
'rformed by: Timothy E. Maginnis R.S.
tressed by Ernie Mathieu
Director of Public Health
DEP APPROVED FOR
ton-1 Markers,Length=0 feet SOONWllson Raad- b2°18'07..5"N, 072*39'54.0"W
9: EASTHAMPTON
11/16/105
1 inch equals 2000 feet
Location: 042° 18'02.1" N 072°39'49.0" W
Caption: Septic system repair
50 Old Wilson Road
For: Joyce August
Copynglt(C)1997.Maptech,Inc.