320 On Site Review 2005 Deep Hole Number: #1-1: Date: 2-23-05
Location(identify on site plan):
Land Use/Vegetation:Field/Grass Slope(%):
Landform:
Position of Landscape:
Distance from:
Open Water Body
Possible Wet Area 75'+
Drinking Water Well 45'
On-Site Review
Time: 2:45 p.m. Weather: Cold/Cleart
Surface Stones: Ledge OutL,oppings
Feet
Feet
Feet
Drainageway
Property Line
Other
Feet
Feet
Feet
T.P.# 1-1
Parent Material(geologic) Ice Contact
Depth to Groundwater: Standing Water in the Hole: 26"
Estimated Seasonal High Ground Water: 26"
Depth to Bedrock: 26"
Weeping from Pit Face: 26"
Certification
I certify that in November 1994, 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: 2/23/05
Peter J. McErlain
Heritage Surveys, Inc.
DEEP OBSERVATIQN HOLE LOG
Depth from
Surface
(Inches)
Soil
Horizon
Soil Texture
(USDA)
Soil Color
(Munsell)
Soil Mottling
Other(Structure,Stones,Boulders,
Consistency,%Gravel)
0—10"
10^—18"
18^—26"
Refusal
A
B
C
Sandy Loam
Sandy Loam
Sandy Loam
10YR 3/2
2.5 Y 5/2
10YR 3/4
Massive,Fraible,Roots
Massive,Fraible,Roots,few stones
Massive, Fraible
Parent Material(geologic) Ice Contact
Depth to Groundwater: Standing Water in the Hole: 26"
Estimated Seasonal High Ground Water: 26"
Depth to Bedrock: 26"
Weeping from Pit Face: 26"
Certification
I certify that in November 1994, 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: 2/23/05
Peter J. McErlain
Heritage Surveys, Inc.
T.P.# 1-1
Heritage Surveys, Inc.
College Highway & CLARK STREET -- P. 0. Box 1
Southampton, Massachusetts 01073
Telephone (413) 527-3600 FAX (413) 527-8280
Site Suitability for On-Site Sewage Disposal
Project Number:2883-041201
Performed by:peter McErlain
Health Inspector.Ernest Mathieu
Site Address
Lingner/Sylvester Rd.
320 Sylvester Rd.
Northampton, MA 01062
New Construction
Date: 2-23-05
Equipment Operator: Mark IaValley
Client Name&Address
Kathryn R.Lingner do
Karen Korvek
173 West Farms Rd.,Florence,MA
Repair X
Office Review
Published Soil Survey Available: No n
Year Published Publication Scale
Surficial Geologic Report Available: No x
Year Published Publication Scale
Flood Insuran`e Rate Map:
Above 50(I year flood boundary it
Wetland Areal.
National Wetland Invetory Map(Map Unit)
Current Water Resource Conditions(USGS):
Range: Above Normal it Normal n
Other Referenps.Reviewed:
Yes n
Soil Map Unit
Yes n
Geologic Material(Map Unit) landform
Drainage Class Soil Limitations
Within 500 year flood boundary it Within 100 year flood boundary it
Wetlands Conservacy Program Map(Map Unit)
Month
Below Normal a
Percolation R
Bottom of Pe
ation Test Hole:
Percolator Rate.
Bottom of Percolation Test Hole:
Determination for Seasonal Web Water Table
Method Used
X Depth observed standing on observation hole_inches ❑ Depth weeping from side of observation hole_inches
❑ Depth to soil mottles inches
❑ Ground water adjustment inches.
Index Well Number Reading Date Index well level
Adjustment factor Adjusted ground water level
Death of Naturally Occuring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil
a iption system? NO
If yes,what is the depth of naturally occurring pervious material?_
If...a •.4.n,:"*ha d....rb..f rob.nah. w■n•.nm I9 1997 14„
Y •�
No Pert
Time
Measurement
Time
Measurement
Begin Saturation
Begin Saturation
End Saturation
End Saturation
9"depth
Measurement
9"depth
Measurement
6"depth
Measurement
6"depth
Measurement
Elapsed Time
9"to 6"
Elapsed Time
9"to 6"
Percolation R
Bottom of Pe
ation Test Hole:
Percolator Rate.
Bottom of Percolation Test Hole:
Determination for Seasonal Web Water Table
Method Used
X Depth observed standing on observation hole_inches ❑ Depth weeping from side of observation hole_inches
❑ Depth to soil mottles inches
❑ Ground water adjustment inches.
Index Well Number Reading Date Index well level
Adjustment factor Adjusted ground water level
Death of Naturally Occuring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil
a iption system? NO
If yes,what is the depth of naturally occurring pervious material?_
If...a •.4.n,:"*ha d....rb..f rob.nah. w■n•.nm I9 1997 14„
Deep Hole Number: #2-1: Date: 2-23-05
Location(identify on site plan):
Land Use/Vegetation:Field/Grass Slope(%): 0
Landform:
Position of Landscape:
Distance from:
Open Water Body
Possible Wet Area 75'+
Drinking Water Well
100'+
On-Site Review
Time: 3:05 p.m. Weather
Surface Stones:
Feet
Feet
Feet
Drainageway
Property Line
Other
Cold/Clear
T .# 2-1
Feet
Feet
Feet
Depth from
Surface
(Inches)
0—10"
10"—28"
28"—60"
60—96"
Variable
Refusal
(72"—96')
Soil
Horizon
DEEP OBSERVATION HOLE LOG
Soil Texture
(USDA)
Soil Color
(Munsef)
Soil Mottling
Other(Structure,Stones,Boulders,
Consistency,%Gravel)
A
B
Cl
C2
Sandy Loam
Sandy Loam
Sandy Loam
Coarse Sand&
Gravel
10YR 3/2
2-5 Y 5/3
1OYR 3/3
10 YR 3/4
@30»
7.5 YR 5/6
Massive,Fraible,Roots
Massive,Fraible,Roots,feew stones
Massive, Fraible,few Stones&Cobbles
Massive,Friable,Coarse Sand,Gravel,
Stones&Cobbles
'arent Material(geologic) Ice Contact to Bedrock: Variable 72"—96"
to Groundwater: Estimated Seasonal High Hole:
Ground Water: 30^ptlr Weeping from Pit Face: 54"Standing Water in the
Certification
I certify that in November 1994. 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:
Peter J.McErlain
Date: 2/23/05
Heritage Surveys, Inc.
T.P.# 2-1
Heritage Surveys, Inc.
College Highway 6 CLARK STREET -- P. 0. Box 1
Southampton, Massachusetts 01073
Telephone (413) 527-3600 FAX (413) 527-8280
Site Suitability for On•Site Sewage Disposal
Project Number:2883-041201
Performed by:Peter McErlain
Health Inspector:Ernest Mathieu
Site Address
Lingner/Sylvester Rd.
320 Sylvester Rd.
Northampton,MA 01062
New Construction
Date:2-23-05
Equipment Operator: Mark LaValley
Client Name&Address
Kathryn R. Lingner c/o
Karen Korvek
173 West Farms Rd.,Florence,MA
Repair X
Office Review
Published Soil Survey Available: No n
Year Published Publication Scale
Surficial Geologic Report Available: No x
Year Published Publication Scale
Flood Insuranpe Rate Map:
Above 5(10 year flood boundary it
Wetland
National Wetland Invetory Map(Map Unit)
Current Water Resource Conditions(USGS):
Range: Above Normal it Normal it
Other Referenpes Reviewed
Yes
Soil Map Unit
Yes it
Geologic Material(Map Unit) Landfonn
Within 500 year flood boundary it Within 100 year flood boundary it
Wetlands Conservacy Program Map(Map Unit)
Below Normal it
Drainage Class Soil Limitations
Month
Percolation-I mamas
Time
Measurement
Time
Measurement
Be #2-1
Saturation
3:26
Begin Saturation
Begin
End Saturation
3:41
(J12"
End Saturation
9"depth
3:57
9" depth
Measurement
Measurement
6"depth
4:18
6"depth
Measurement
Measurement
Elapsed Time
21/3
Elapsed Time
9"to 6"
Percolation RRat�e 7 Min/m
Bottom of Perkolation Test Hole: 32"
Percolation Rate:
Bottom of Percolation Test Hole:
Determination for Seasonal High Water Table
Method Used
X Depth observed standing on observation hole 78"inches Ground water adjustment_ ruches.
X Depth to soil mottles 30" inches CI
X Depth weeping from side of observation hole 54"_inches
Reading Date Index well level
Adjustment Well factor Adjusted and water level
Adjustment factor ) lP°
Depth of Naturally Occuring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil
ahw.pdon system? YES .
If yes,what is the depth of naturally occurring pervious material?28"-96"
Heritage Surveys, Inc.
College Highway 4 CLARK STREET -- P. 0. Box 1
Southampton, Massachusetts 01073
Telephone (413) 527-3600 FAX (413) 527-8280
Site Suitability for On Site Se uxiae pisvosal
Date: 2-23-05
Equipment Operator: Mark LaValley
roject Number:2883-041201
erformed by:Peter McErlain
lealth Inspector:Ernest Mathieu
Site Address
Lingner/Sylvester ltd.
320 Sylvester ltd.
Northampton,MA 01062
New Construction
Office Review
Published Soil Survey Available: No n
Year published Publication Scale
Surficial Geologic Report Available: No n
Year Published Publication Scale
Flood Instil-dupe-Rate Map:
Above 5001 year flood boundary it
Wetland Area: Unit)
National Welland Invetory Map(Map
Current Water Resource Conditions(USGS):
Range: Above Normal n Normal n
Other References Reviewed:
T.P.# 3-1
Client Nam e&Address
Kathryn R. Lingner c/o
Karen Korvek
173 West Farms Rd.,Florence,MA
Repair X
Yes n
Soil Map Unit
Yes n
Geologic Material(Map Unit) Landform
Within 500 year flood boundary n Within 100 year flood boundary n
Wetlands Conservacy Program Map(Map Unit)
Month
Below Normal it
Drainage Class Soil Limitations
No Pere
Percolation Test Resorts
Measurement
Measurement
Be n Saturation
End Saturation
9"depth
Measurement
6"depth
Measurement
Be n Saturation
End Saturation
9"depth
Measurement
6"depth
Measurement
Elapsed Time
9"to 6"
Elapsed Time
Percolation Rate
Bottom of Percolation Test Hole:
Percolation Rate:
Bottom of Percolation Test Hole:
Determination for Seasonal Hi"JI Water Table
X Depth weeping from side of observation hole 38" inches
❑ Ground water adjustment— inches.
Method Used standing on observation X Depth hole 82^_inches observed
X Depth to soil mottles 36" inches
Reading Date Index well level
Index Well Number Adjusted ground water level
Adjustment factor
of N turdly Occamine Pervious Material
Does at leas four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil
absorption system? Y .
If yes,what is the depth of naturally occurring pervious material?28"-92"_
If ...4.,:e,F..An..,4 ni m......11..........�:..n..n..An..�m
•
On-Site Review
Date:2-23-05 Time: 3:40 p.m.
ep Hole Number: #3-1:
cation(identify on site plan): Surface Stones
nd Use/Vegetation:Field/Grass Slope(%): 0
ndform:
sition of Landscape:
stance from:
Open Water Body Feet
Drainageway
75'+ Feet Property Line
Possible Wet Area
Drinking Water Well 100'+ Feet Other
Depth from
Surface
riches
0—10"
Soil Texture
(USDA)
Soil Color
(Munsell)
Weather: Cold/Clear
T .# 3-1
Feet
Feet
Feet
lo"—20"
20"—28"
28"—92"
Refusal
Sandy Loam
Sandy Loam
Sandy Loam
Fine Sand
10YR 3/2
2.5 Y 5/3
10YR 3/3
10 YR 3/4
7.5 YR 5/6
Massive,Fraible,Roots
Massive,Fraible,Roots,few stones
Massive, Fraible,few Stones&Cobbles
Massive,Friable,Coarse Sand,Gravel,
Stones&Cobbles
dent Material(geologic) Ice Contact
epth
to� Standing Water in the Hole: 82"
Estimated Seasonal High Ground Water: 36"
Certification
I certify that in November 1994 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.
Depth to Bedrock: 92"
Weeping from Pit Face: 38"
Signature:
Peter J. McEriain
Date: 2/23/05
Heritage Surveys, Inc.