301 Soil Suitability 1999 On-Site Review
Deep Hole Number: 2 Date: 06/24/98 Time: 10:00AM
Location(identify on site plan):
Land UseNegetation: Clearing in Wooded Area Slope(%):
Surface Stones:
Position of Landscape:
Distance from.
Open Water Body
Possible Wet Area
Drinking Water Well
Feet
Feet
Feet
Landform:
Drainageway
Property Line
Other
Weather: Partly Sunny/Hot
Feet
Feet
Feet
PEEP OBSERVATION HOLE LOG
Depth from
Soil
Soil Texture
Soil Color
Soil
Other(Structure, Stones,
Surface
Horizon
(USDA)
(Mansell)
Mottling
Boulders,Consistency, % Gr,
(Inches)
0"-8"
Ap
Sandy Loam
10 yr 3/3
8"-24"
Bw
Loamy Sand
5 yr 4/6
Gravel,Cobbles,Stones& Bould(
(Many)
24"-90"
C,
Sand
10 yr 5/3
None
Medium to Coarse Sand
Loose
Gravel,Cobble, Stones&Bouldei
(Many)
90"-120"
Cr
Sandy Loam
10 yr 5/1
@ 90"
Medium to Fine Sandy Loam
7.5 yr 5/6
Friable
Some Gravel
Parent Material(geologic)
Death to Groundwater Standing Water in the Hole: @ 90"
Estimated Seasonal High Ground Water: @ 90"
Depth to Bedrock: None @ 10'
Weeping from Pit Face: @ 90"
Certification
I certify that in June 1995 I passed the soil evaluator 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 CMR 15.017.
Signature Date: 4 07
Mark P. Reed
HERITAGE SURVEYS,INC.
HERITAGE SURVEYS,INC.
P.O.BOX 1 —COLLEGE HIGHWAY
SOUTHAMPTON,MASSACHUSETTS 01073
TELEPHONE(413)527-3600 TELECOPIER(413)527-8280
Site Suitability for On-Site Sewage Disposal
mber:3872-980612
by: Mark P.Reed
Lector: Peter McErlain
Site Address
Sylvester Road
Northampton, MA
New ConstmctionM
Sheet 2 of 2
Date: June 24,1998
Equipment Operator: Whiteley Excavating(Dan Kolodziej)
Client Name & Address
Stephen Szymanski
361 Sylvester Road
Northampton, MA 01060
Repair 0
Office Review
Soil Survey Available: No ❑
iblished Publication Scale
eologic Report Available: No O
iblished Publication Scale
rance Rate Map:
500 year flood boundary 0
rea:
sl Wetland Invetory Map(Map Unit)
ater Resource Conditions(USGS):
Above Normal ❑
rences Reviewed.
Yes
Soil Map Unit
Yes O
Geologic Material(Map Unit) Landform
Drainage Class Soil Limitations
Within 500 year flood boundary C Within 100 year flood boundary 0
Month
Normal 0
Wetlands Conservacy Program Map(Map Unit)
Below Normal ❑
ercolation Test Results
t Rate
Percolation Test Hole:
Percolation Rate:
Bottom of Percolation Test Hole:
Determination for Seasonal High Water Table
isd
observed standing on observation hole 90 inches ' Depth weeping from side of observation hole 90 inches
to soil mottles 90 inches 0 Ground water adjustment inches.
I Number
it factor
Reading Date
Adjusted ground water level
lawrally Occuring Pervious Material
Index well level
ist four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil
system?.Yes
n is the depth of naturally occurring pervious material?
Time
Measurement
Time
Measurement
ration
Begin Saturation
lion
End Saturation
leasurement
9"depth
Measurement
leasurement
6"depth
Measurement
me
Elapsed Time
9"to 6"
t Rate
Percolation Test Hole:
Percolation Rate:
Bottom of Percolation Test Hole:
Determination for Seasonal High Water Table
isd
observed standing on observation hole 90 inches ' Depth weeping from side of observation hole 90 inches
to soil mottles 90 inches 0 Ground water adjustment inches.
I Number
it factor
Reading Date
Adjusted ground water level
lawrally Occuring Pervious Material
Index well level
ist four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil
system?.Yes
n is the depth of naturally occurring pervious material?
On-Site Review
Deep Hole Number: 2-1 Date: 05/12/99 Time: 10:30AM
Location(identify on site plan):
Land UseNegetation: Clearing in woods Slope(%):
Surface Stones: Landfonn:
Position of Landscape: Between Sylvester Road and brook
Distance from:
Open Water Body
Possible Wet Area
Drinking Water Well
Feet
Feet
Feet
Drainageway
Property Line
Other
Weather:Sunny
Feet
Feet
Feet
Parent Material(geologic)
nth to Groundwater
Depth to B drock: None @10'
Standing Water in the Hole: None Q 10' Weeping from Pit Face: None @ 10'
Estimated Seasonal High Ground Water: @ 117"
Certification
I certify that in June 1995. I passed the soil evaluator 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 CMR 15.017.
Signature:
Mark P. Reed
Date:
• • HERITAGE SURVEYS. INC.
DR OBSERV. LION HOLE LOG
from
Surface
(Inches)
Soil
Horizon
Doll Texture
SDA)
SoilCo'er
(1Squasell)
Solt
Mottling
Other(Structure,Stones,
Boulders,Consistency,% Gm
8"-22"
22"-117"
117"-120"
Ap
Bw
C,
Cs
Sandy Loam
Sandy Loam
Sand
Sandy Loam
10 YR 3/2
10 YR 5/6
10 YR 5/3
2.5 Y 4/2
®117"
7.5 YR 4/6
2.54 Y 6/2
Cobbles,Stones and
Boulders(many)
Medium to Coarse Sand
Loose
Gravel,Cobbles,Stone and
Boulders(many)
Medium to Fine Sand,Loam
Friable
Some Stones and Boulders
Parent Material(geologic)
nth to Groundwater
Depth to B drock: None @10'
Standing Water in the Hole: None Q 10' Weeping from Pit Face: None @ 10'
Estimated Seasonal High Ground Water: @ 117"
Certification
I certify that in June 1995. I passed the soil evaluator 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 CMR 15.017.
Signature:
Mark P. Reed
Date:
• • HERITAGE SURVEYS. INC.
HERITAGE SURVEYS,INC.
P. 0.BOX 1 —COLLEGE HIGHWAY
SOUTHAMPTON,MASSACHUSETTS 01073
TELEPHONE(413) 527-3600 TELECOPIER(413)527-8280
Site Suitability for On-Site Sewage Disposal
Number:3872-990427
ned by: Mark P.Reed
Inspector: Peter McElain
Site Address
Sylvester Road
Northampton, MA
New Construction
Date: May 12, 1999
Equipment Operator: Tom Whiteley
Client Name&Address
Stephen Szymanski
361 Sylvester Road
Northampton, MA 01060
Repair
Sheet 2 of 2
red Soil Survey Available: No
n Published Publication Scale
d Geologic Report Available: No
it Published Publication Scale
nsurance Rate Map:
we 500 year flood boundary
d Area:
banal Wetland Invetory Map(Map Unit)
Water Resource Conditions(USGS):
ige: Above Normal Normal
references Reviewed:
Office Review
Within 500 year
Yes
Soil Map Unit
Yes
Geologic Material(Map Unit) Landform
Drainage Class Soil Limitations
flood boundary Within 100 year flood boundary
Wetlands Conservacy Program Map(Map Unit)
Month
Below Normal
Percolation Test Results
tion Rate 7 min/inch
of Percolation Test Hole: 45"
Percolation Rate:
Bottom of Percolation Test Hole:
Determination for Seasonal Hi¢h Water Table
I Used
ath observed standing on observation hole N/A inche3 Depth weeping from side of observation hole N/A inches
ath to soil mottles 93 inches O Ground water adjustment inches.
Veil Number Reading Date
nenf factor Adjusted ground water level
if Naturally Occuring Pervious Material
Index well level
least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil
on system? Yes
that is the depth of naturally occurring pervious material?
Time
Measurement
Time
Measurement
saturation
10:03AM
8"
Begin Saturation
mration
10:18AM
8"
End Saturation
h Measurement
10:21AM
5"
9"depth
Measurement
h Measurement
10:51
2"
6"depth
Measurement
I Time
20
Elapsed Time
9"to 6"
tion Rate 7 min/inch
of Percolation Test Hole: 45"
Percolation Rate:
Bottom of Percolation Test Hole:
Determination for Seasonal Hi¢h Water Table
I Used
ath observed standing on observation hole N/A inche3 Depth weeping from side of observation hole N/A inches
ath to soil mottles 93 inches O Ground water adjustment inches.
Veil Number Reading Date
nenf factor Adjusted ground water level
if Naturally Occuring Pervious Material
Index well level
least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil
on system? Yes
that is the depth of naturally occurring pervious material?