840 Site Suitability 2001 HERITAGE SURVEYS, INC.
COLLEGE HIGHWAY& CLARK STREET—P.0.BOX 1
SOUTHAMPTON,MASSACHUSETTS 01073
TELEPHONE(4t3) 527-3600 FAX(413) 527-6230
Site Suitability for On-Site Sewage Disposal
ect Number:4212-010605
ormed by: Mark P.Reed
th Inspector: Peter McErlain
Site Address
Lot#2
Westhampton Road—Route 66
Northampton,MA 01060
New Construction 121
Percolation Test#1-5
Lot#2
Date: June 14,2001
Equipment Operator: Whiteley Excavating
Client Name&Address
City of Northampton
210 Main Street
Northampton, MA 01060
Repair 0
Office Review
fished Soil Survey Available: No 0
'ear Published Publication Scale
cial Geologic Report Available: No 0
'ear Published Publication Scale
d Insurance Rate Map:
.hove 500 year flood boundary 0
and Area
fational Wetland Invetory Map(Map Unit)
nit Water Resource Conditions(USGS):
ange: Above Normal 0
r References Reviewed:
Yes 0
Soil Map Unit
Yes 0
Geologic Material(Map Unit) Landform
Drainage Class Soil Limitations
Within 500 year flood boundary 0 Within 100 year flood boundary 0
Wetlands Conservacy Program Map(Map Unit)
Month
Normal 0
Below Normal 0
aolation Test #1-
3 anon Rate 2.0 min./Inc
no of Percolation Test Hole:36"
od Used
)epth observed standing on observation hole N/A inches 0
)epth to soil mottles N/A inches
Percolation Rate:
Bottom of Percolation Test Hole:
Determination for Seasonal High Water Table
Well Number
stment factor
Depth weeping from side of observation hole N/A inches
0 Ground water adjustment inches.
Reading Date
Adjusted ground water level
of Naturally Occuring Pervious Material
Index well level
at least four feet of naturally occur: ng pervious material exist in all areas observed throughout the area proposed for the soil
ption sysmn.? .Yes
, what is the depth of naturally occur le pervious material?
•
Time
Measurement
Time
Measurement
n Saturation
11:53
24 Gallons of 1120
Begin Saturation
Saturation
12:02
In Less Than
End Saturation
:pth Measurement
15 Min.
9"depth
Measurement
:pth Measurement
6"depth
Measurement
red Time
3"
Elapsed Time
9"to 6"
3 anon Rate 2.0 min./Inc
no of Percolation Test Hole:36"
od Used
)epth observed standing on observation hole N/A inches 0
)epth to soil mottles N/A inches
Percolation Rate:
Bottom of Percolation Test Hole:
Determination for Seasonal High Water Table
Well Number
stment factor
Depth weeping from side of observation hole N/A inches
0 Ground water adjustment inches.
Reading Date
Adjusted ground water level
of Naturally Occuring Pervious Material
Index well level
at least four feet of naturally occur: ng pervious material exist in all areas observed throughout the area proposed for the soil
ption sysmn.? .Yes
, what is the depth of naturally occur le pervious material?
rep Hole Number: #I-5
)cation(identify on site plan):
ind Use/Vegetation: Wood Site
mdform:
isition of Landscape:
stance from:
Open Water Body
Possible Wet Area
Drinking Water Well
Date: 6/14/01
On-Site Review
Time: 11:40
Slope(%):
Feet
Feet
Feet
Drainage way
Property Line
Other
DeepHoleY1-5
Lot 02
Weather:Sunny/Hot
Surface Stones:
Feet
Feet
Feet
Material(geologic)
to Groundwater:
Standing Water in the Hole: None Depth to Bedrock: Noue @10'
Estimated Seasonal High Ground Water: Below 120" Weeping from Pit Face: None
ttification
ertify that in June 1995, I passed the soil evaluator examination approved by the Department of
vironmental Protection and that the above analysis was performed by me consistent with the required
ining, expertise and experience described in 310 CMR 15.017.
;nature��;01lJ�� — Date:
Mark P.Reed
HER1TAME SURVEYS, INC.
VI;U'
OBSERVATION HOLE LOG
)epth from
Surface
(Inches)
Soil
Horizon
Soil Texture
(USDA)
Soil Color
(Mansell)
Soil
Mottling
Other(Structure,Stones,Boulders,
Consistency, % Gravel)
0"-8"
8"-23"
23"-120"
Ap
Bw
■
C)
SANDY
LOAM
SANDY
LOAM
SAND
IOYR 2/2
IOYR 3/6
IDYR 4/3
NONE
MEDIUM TO COARSE SAND
LOOSE
WITH GRAVEL
Material(geologic)
to Groundwater:
Standing Water in the Hole: None Depth to Bedrock: Noue @10'
Estimated Seasonal High Ground Water: Below 120" Weeping from Pit Face: None
ttification
ertify that in June 1995, I passed the soil evaluator examination approved by the Department of
vironmental Protection and that the above analysis was performed by me consistent with the required
ining, expertise and experience described in 310 CMR 15.017.
;nature��;01lJ�� — Date:
Mark P.Reed
HER1TAME SURVEYS, INC.
HERITAGE SURVEYS, INC.
COLLEGE HIGHWAY& CLARK STREET—P.0.BOX 1
SOUTHAMPTON,MASSACHUSETTS 01073
TELEPHONE(413) 527-3600 FAX(413)5274290
Site Suitability for On-Site Sewage Disposal
ect Number:4212-010608
ormed by: Mark P. Reed
Ith Inspector: Peter McErlain
Site Address
Lot#2
Westhampton Road—Route 66
Northampton,MA 01060
New Construction ID
Percolation Test#1-6
Lot#2
Date: June 14,2001
Equipment Operator: Whiteley Excavating
Client Name&Address
City of Northampton
210 Main Street
Northampton, MA 01060
Repair 0
Office Review
ished Soil Survey Available: No 0
'ear Published Publication Scale
Icial Geologic Report Available: No 0
'ear Published Publication Scale
d Insurance Rate Map:
Yes 0
Soil Map Unit
Yes 0
Geologic Material(Map Unit) Landform
Drainage Class Soil Limitations
cbove 500 year flood boundary 0 Within 500 year flood boundary 0 Within 100 year flood boundary 0
and Area:
Iational Wetland Invetory Map(Map Unit) Wetlands Conservacy Program Map(Map Unit)
ent Water Resource Conditions(USGS): Month
ange: Above Normal 0 Normal ❑
r References Reviewed:
Below Normal 0
eoiation Test #1-
ion Kate 2.11 mta/inc
nn of Percolation Test Hole:36"
od Used
)epth observed standing on observation hole N/A inches O
)epth to soil mottles N/A inches
Percolation Rate:
Bottom of Percolation Test Hole:
Determination for Seasonal High Water Table
c Well Number
stment factor
Depth weeping from side of observation hole N/A inches
❑ Ground water adjustment inches.
Reading Date
Adjusted ground water level
h of Naturally Occuring Pervious Material
at least four feet of naturally occurring pervious material exist I
ption s)...:m? .Yes
what is the depth of naturally occurring pervious material?
II
Index well level
reas obse rved throughout the are
opted for the sail
Time
Measurement �aW�o
Time
Measurement
n Saturation
12:24
24 Gallons of H2O
Begin Saturation
Saturation
12:32
In Less Than
End Saturation
pth Measurement
14 Min.
9"depth
Measurement
tpth Measurement
6"depth
Measurement
sed Time
3"
Elapsed Time
9"to 6"
ion Kate 2.11 mta/inc
nn of Percolation Test Hole:36"
od Used
)epth observed standing on observation hole N/A inches O
)epth to soil mottles N/A inches
Percolation Rate:
Bottom of Percolation Test Hole:
Determination for Seasonal High Water Table
c Well Number
stment factor
Depth weeping from side of observation hole N/A inches
❑ Ground water adjustment inches.
Reading Date
Adjusted ground water level
h of Naturally Occuring Pervious Material
at least four feet of naturally occurring pervious material exist I
ption s)...:m? .Yes
what is the depth of naturally occurring pervious material?
II
Index well level
reas obse rved throughout the are
opted for the sail
oep Hole Number: #1-6
ication(identity an site plan)
.nd Ilse/Vegetation:
ndform:
■sition of Landscape:
stance from:
Open Water Body
Possible Wet Area
Drinking Water Well
Date 6/14/01
Utcu nu
Lot#2
On-Site Review
Time: 12:05 Wes Cher: Sunny/Hot
Slope(%): Surface Stones:
Feet
Feet
Feet
Drainageway
Property Line
Other
Feet
Feet
Feet
Material (geologic)
to Groundwater:
Standing Water in the Hole: None Depth to Bedrock: None @118"
Estimated Seasonal High Ground Water: Below 118" Weeping from Pit Face: None
rtification
ertify that in June 1995, I passed the soil evaluator examination approved by the Department of
vironmental Protection and that the above analysis was performed by me consistent with the required
ining, expertise and experience described in 310 CMR 15.017.
nature' �/a0/
d Mark P. Reed
Date:
6/j
O/
HERITAGE SURVEYS, INC.
DELP
OBSERVATION HOLE LOG
)epth from
Surface
(Inches)
Soil
Horizon
Soil Texture
(USDA)
Soil Color
(Mansell)
Soil
Mottling
Other(Structure,Stones,Boulders,
Consistency,% Gravel)
On-8"
8"-24"
24"-118"
Ap
Bw
t
C1
SANDY
LOAM
SANDY
LOAM
SAND
1OYR 2/2
1OYR 3/6
1OYR 4/3
NONE
MEDIUM TO COARSE SAND
LOOSE
WITH GRAVEL
Material (geologic)
to Groundwater:
Standing Water in the Hole: None Depth to Bedrock: None @118"
Estimated Seasonal High Ground Water: Below 118" Weeping from Pit Face: None
rtification
ertify that in June 1995, I passed the soil evaluator examination approved by the Department of
vironmental Protection and that the above analysis was performed by me consistent with the required
ining, expertise and experience described in 310 CMR 15.017.
nature' �/a0/
d Mark P. Reed
Date:
6/j
O/
HERITAGE SURVEYS, INC.