218 Septic Soil & Perc Test 2004 FORM11 - SOIL EVALUATOR FORM
No. PT-20-316
Commonwealth of Massachusetts
Northampton, Massachusetts
Soil Suitability Assessment for On-site Disposal
Performed By:
Witnessed By:
Thomas S. Leue Date: 8/31/04
Frnie Mathieu. Town of North- pton
Location Address or Lot No.
218 Coles Meadow Road, Northampton
New or Repair Construction: Repair
Owner's Name. Address &Tel. #
Joseph Barker, Jr.
218 Coles Meadow Rd. .
Northampton, MA 01060
413 584-1474
Office Review
Published Soil Survey Available: No❑ Yes El
Year Published: 1980 Publication Scale: 15840 Soil Map Unit: to
Drainage Class: well drained good filter
Soil Limitations: moderate effluent limitations , slope.
Soil Type: CDC, Charton-Hollis fine san•y loam
Superficial Geologic Report Available: No X Yes
Year Published Publication Scale
Geologic Material (Map Unit)
Landform
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)
•
pa
S
Current Water Resource Condition ( GS): Month
Range: Above Normal u Normal ® Below Normal ❑
Other References Reviewed:
DEP APPROVED PORM - 12/07/95
FORM 11-SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No.: 218 Coles Meadow Road. North- pton
Number:
316
On-site Review
Deep Hole#:
Date:
Land Use:
Vegetation:
Slope (%):
Distance In feet from:
Open
Possible
Drinking
3
Soil Evaluation
• 930AM
>150
Number.
Time
Surface
Drainageway:
Property
PT-20— 316
8/25/04
Weather:
Stones:
Landform:
Line:
Other:
cloudy
lawn
yes
trees
plain
15%
>150
Water Body:
Wet Area:
Water Well:
>T50
40
>150
Depth from
Surface
(inches)
Soil
Horizon
Soil Texture
(USDA)
Soil Color
(Munsell)
Soil
Mottling
(inches)
Other
(Structures,Stones, Boulders,
Consistency, %Gravel)
0 — 4
4 — 12
12 — 64
A
B
C
fine sandy
loam
sandy loam
loamy sand
10YR 6/4
10YR 5/4
10YR 7/3
Mottles
10YR 5/6
32
stones, friable
dense, stones a boulders
>5%
•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
64 inches
32 inches
the Hole:
Face.
High Groundwater:
alacial till
Depth of Excavation:
HQ Depth:
LrQ Depth:
DEP APPROVED FORM-1207/95
FORM 11-SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No.: 23 8 Coles Meadow Road Northampton
On-site Review
Number:
Deep Hole#: 4
Soil Evaluation
• 9:30AM
Number: PT-20- 316
Date: 8/31/04
Time
Surface
Landform:
Drainageway:
Property
Weather: cloudy
Land Use: parking
area
>150
Stones:
Line:
Other:
yes
Vegetation:
Slope (%):
Distance in feet from:
Open
Possible
Drinking
trees
plain
15%
>150
Water Body:
Wet Area:
Water Well:
>150
25
>150
Depth from
Surface
(inches)
Soil
Horizon
Soil Texture
(USDA)
Soil Color
(Munsell)
Soil
Mottling
(inches)
Other
(Structures,Stones, Boulders,
Consistency, %Gravel)
0 - 0
0 - 26
26 - 62
A
B
C
fine sandy
loam
sandy loam
loamy sand
10YR 5/4
10YR 7/3
Mottles
stones, friable
dense, stones & boulders
'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
62 inches
48 inches
the Hole:
Face:
High Groundwater:
glacial till
Depth of Excavation:
NQ Depth:
NS? Depth:
DEP APPROVED FORM-1207/95
FORM 12-PERCOLATION TEST
Location Address or Lot No. 218 Coles Meadow Road Northampton
Homestead Inc. #: f
COMMONWEALTH OF MASSACHUSETTS
Northampton, Massachusetts
Percolation Test*
Date:
8/31/04
lime:
9:34 AM
Observation Hole#
1
2
3
4
Depth of Perc: (in.)
35
(inches)
Start Pre-soak:
9:34 AM
End Pre-soak: -
9:49 AM
Time at 12":
9:49 AM
Time at 9":
9:51 AM
Time at 6":
9:53 AM
Time (9" - 6"):
0:02
Rate - Min./Inch:
0:00:40
use iOA.w., rats
ccs pater- 3o N
* Minimum of 1 percolation test must be performed In both the primary area AND
reserve area.
Site Passes/Site Fails: gasses
Performed By: Thomas S. Leue. Homestead Inc.
Witnessed By: Ernie Mathieu. Northampton
Comments: _
DEP APPROVED PORN - 12/07/95
FORM 11-SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No. 2.18 Soles Meadow Road, Northampton
Homestead Inc. No.
for Seasonal High Water Table
Method Used
fl Depth observed standing in observation hole_ inches
D Depth weeping from side of observation hole_ inches
■ Depth to soil mottles 32 inches
■ Ground water adjustment 48 inches
Index Well Number_ Reading Date _ Index well level _
Adjustment Factor _ Adjusted ground water level
Depth 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? Yes
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that on June. 1995 I have passed the examination approved by
the Department of Environmental Protection and that the above analysis was performed by
me consistent with the required training, expertise and experience described in 310
CMR15.017.
Signature:
ribirdt-1 S _
Date: 9/1/04
DEP APPROVED FORM • 12/07/95
A
Work Site Location
es Madow Rd. J 235 Coles Meadow Rd.
97 North Farms R
Mag 15.00
Thu Aug 26 06:29 2004
Scale 1:15,625(at center)
1000 Feet
500 Meters
— Local Road
Major Connector
— - Trail
Interstate/Limited Access
US Highway
o Exit
-I—I- Railroad
0 1999 DcLom a Street Atlas USA 6 00 for Macintosh