135 Septic Perc Tests & Plans NO.
FORM 11 — SOIL EVALUATION FORM
Page 1 of 3
Commonwealth of Massachusetts
Northampton, Massachusetts
Soil Suitability Assessment for On—Site Sewage Disposal
Performed by: Timothy E. Maginnis R.S.
Witnessed by Ernie Mathieu, Health Agent
Date: June 17, 2004
Location Address:Dunphy Drive
Lotte4
New Nnsbu eon:
Repair: Yes
Address: Lot*4-Dunphy Drive-NoMempton,Ma.
Owners name:Dionne Mgt.Team
Telephone: ( 978 ) 219 — 2799
Office Review
Published Soil Survey Available:
Year Published: tqq,) Publication Scale
Drainage Class: Excessive
Soil Limitations: moderate
Sudidat Geologic Report Available NO Yes
Year Published:Not relfered to Publication Scale
Geologic material: sand,gM,cobbles
Landform: Glacial till deposits
Flood Insurance Rate My:
Above 500 Year good boundary No
Within 500 yew flood boundry
Within 100 year food boundary
Wetland Area:
National Wetland Inventory Map(map unit): Not refiered to
Wetlands Conservancy Program Map(map unit)
Current Water Resource Conditions (USGS):Month-March
Range: 'Above Normal' Normal Below Normal
No
00-2500 Soil Map Unit: AA.
Yes
Yee
Other References Reviewed:
DEP approved form-12/07/95
FORM 11 - SOIL EVALUATION FORM
Page 2 d 3
Location Address or Lot No.4-Dunphy dive-Northampton,MA
Deep Hole Number S 1 Date:W17/04 Time:5.00 PM Weather Clear
Location:(Identify on site plan) -See plan dated June 23,2004
Land Use:Vacant woodland Slope:10%-15% Surface Stones:None
Vegetation: upland hard wood,and white pine
L.andlorm: Glacial till deposits
Position on Landscape(sketch of the back)
Distances from:
Open Water Body:>100' Drainage Way:>35'+
Possible Wet Area:> 100' Property Line:25'
Drinldng Water Well: N/A Other:
DEEP OBSERVATION HOLE LOG
Depth from
Surfoce ( inches)
Soil Horizon
Soil Texture
( USDA )
Soil Color
(M un sell)
Soil
Mottling
Other
( Structure, %Gravel )
Stones, Boulders,
Consistency,
Removed
B
S / L
2.5Y 5 / 6
N/A
Friable, med. roots
yellowish brown
48"
V
C
5 / L
2.5Y 5 / 6
Sy557°./°8
friable, wavy boundry
3% gravel
Parent Material(geologic): Sandy loam
Weeping from face:N/A Depth to Bedrock: >99"
Depth to Groundwater: N/A
Estimated Seasonal High Groundwater: 49'
DEP approved form
Indicates
SEASONACL
HIGHWATER
V
- 12/07/95
FORM 11 - SOIL EVALUATION FORM
Peg.Sofa
Location Address or Lot No. it 4-Dunphy Drive-NoManptn,MA.
Determination for Seasonal High Water Table
Method used:
Depth observed standing in obsertvatlon hole: None
Depth weeping from side of observation hole:None
Depth to soil mottle:48'@ T.P.#`3-3
Ground water adjustment: 4W
Index Well Number: Readng Date: Index well level
Adjustment factor Adjusted groundwater level: 6'
Depth of Naturally Occurring Pervious Material:
Does at least four feet of naturaly occurring pervious material it
exist in all areas observed throughout the area proposed
for the sod abeorhson system? YES
If not, what is the depth of naturally occuni g pervious material 7
Certification
I certify that in November 1994 I have passed the soli evaluator examination
approved by the Department of Environmental Protection and that the above
analysis was performed by me consistent with the required training,
experience and expertise performed by me consistent with the required
training described in 310 CMR 15.017
signature: ltr--d
Timothy E. Maginni R Date: June 23, 2004
DEP approved form-12/07/95
OF
TIMOTHY
E.
MAGIN NIS
#982
frolsr EREO
'TAR 1
FORM 12
Location Address or Lot No. # 4 — Dunphy Drive
- PERCOLATBON TEST
— Northampton, MA
COMMONWEALTH OF MASSACHUSETTS
PERCOLATION TEST
Date: June 17, 2004 Time: 5 : 40 PM
Observation Hole #
3 — 3
Depth of Perc:
36"
Start Pre—soak
5 : 44 PM
End Pre—soak
5 59 PM
Time at 12"
5 59 PM
Time of 9"
6 20 PM
Time at 6"
7 00 PM
Time ( 9" — 6" )
40 Minutes
Rote Min. / Inch
13.3 MPI
Design @ 30 MPI — Effluent loading rate = 0.33 gal
Site Passed 1:1 Site Failed
Performed by: Timothy E. Maginnis R.S. ,�
Witnessed by: Ernie Mathieu — Health Agent
Comments: elffluent loading rate = 0.33 gal. / sq. ft.
DEP APPROVED FORM
/ sq. ft.
v. r0 -
s
2 T •E Y
° M CINws
#982
�FalsT c-%
/TA 1
0 Existing well (nts)
/
/ -, Existing 5 bedroom house � 4
/VD / / / / / (nts) /
Driveway / / / /
C = pumping manhole
O Existing septic tank
4
4" pvc perf pipe
75ft. A
3/4" — 1 1/2" Stone
4
D• 4 ft. 4
L 4
Distribution bo
As—built plan
AS—BUILT DIMENSIONS
Lot # 4 — Dunphy Drive
"A" to "C" = 76.5' Florence, MA.
"B" to "C" = 17'
"A" to "D" = 59' Installer: Bruce Cooper — Westfield, MA.
"B" to "D" = 80'
Date: November 29, 2004
we t , A
1
9
Existing 4 bedroom house y
o __ (nts) ql3'
a i °t
a
j�°„�
/ '= xisting 1500 gallon septic tank
"C” = pumping manhole-
zr��
O CO
Title-5 sand C,
4" pvc solid pipe _\ 7Oft. �(70'L x 45'W x 30"D)
GOft.
e5 sand .{�}. 1T
Distribution box ("D") 601f of 4' vc ert e , t q,4
P _P PP
601f of 4" pvcyerf pipe - Vent pipe q
La'11601f of 4" pvSygrf pipe �{�7.,
601f of 4" pvcyerf pipe :- 3 ft. 4 ft. y q..
601f of 4" pvc perf pipe _1; `Z°+'
�QJf aS 4' pvS_P_Wi pipe_ :•
fft)
3/4" - 1 1/2" washed stcne
`-9Olf ± of 40 mil poly liner
AS-BUILT DIMENSIONS
As-built plan
"A" to "C" = 24 - 5"
"B" to "C" = 14' - 8" Matt & Piper Murphy
"A" to "D" = 60' 135 Dunphy Drive
- 6" Florence, MA.
"B" to "D" = 68''
Installer: JC & Co.
• Date: October 13, 2005