52 Soil Eval Form 2013 NO. /yD�✓'/�/
FORM 11 - SOIL EVALUATION FORM
Page: 1 of 6
—Site Sewage Disposal
Commonwealth of Massachusetts
Florence, Massachusetts
Soil Suitability Assessment for On
Performed by: Timothy E. Maginnis R.S. Date: July 11, 2013
Witnessed by Daniel Wasiuk — Board of Health Agent
Location address: 9 Soverign Way
Lot # 9
Owner: Scott Green
Address: 7 Ridge View Rood
Northampton, MA 01060
Telephone # (413) 586-6278
New construction Yes Repair
Office Review
No
840 Soil Map unit: AmB-SrB
(Amoustown-Sudbury series)
permeability, high seasonal watertable
No
Publication scale
O
Yes
Yes
Not referred to
)
-December
Below Normal
Published Soil Survey Available: Yes
Year Published 12/95 Publication scale : 15
Drainage doss: Moderately well drained
Soil limitations: Severe. wetness, moderate to rapid
Surfoiol Geologic Report Avoidable Yes
Year published; Not referred to
Geologic material; Sand & grovel
Landform: Glaciated upland
Flood Insurance Rote Map'
Above SOD Year flood boundary No
Within 530 year Flood boundary O
Within 100 year Flood boundary No
Wetland Area:
Notional Wetland inventory Map < mop unit b
Wetlands Conservancy Program Map ( mop unit
Current Water Resource Conditions (USGS)- Month
Range. Above Normal Normal
Other References Reviewed: Soil Survey, Hampshire Co.
DEP approved Porn - 12/07/95
Location
Deep
LOCat'lon,
-and
Vegetation:
Landforro
Posit,on
?anent
Weeping
Depth
Estimated
FORM 11 - SOIL EVALUATION FORM
Page 2 of
Address or Lot Nc 9 - Soverlgn 'ay - Florence, MA. 01062
Hole Nurber k 1 Date: 07/11/13 Time: 930 on Weather( Cleor, mild
( identify on Site plan) - Front of Lot
Use. Vacant, grassy Slope: 0 -57. Surface Stones None
uplano decidious trees, gross
Glacal outwash
on Landscape ( see pan )
Distances from:
Open Water Body, > 100' Drainage Way: > 50'±
Possible Wet Area: > 100' Property in 30'
Drinking Water Von: > 100' Other,
Omer-
Dean. Mon Soil Horizon Sail Texture Soil Color Soil l ones,Structure,
Swface : :nrne. not Consi s. Boulders.
< USDA munseiV a^B Consistency, < i. gra
( X
6
eo
0' - 12'
A
5 / L
IOYR 3/2
N/A
Friable, tine roots
dk, brown. smooth
boundory
12' - 24'
B
ESL
2.5Y 5/3
N/A
Friable, med roots
light olive,fine sand
loam, wovy baundry
24'- 45' 26'
Y
C-I
Silty fine sand
TO BE REMOVED
25Y 5/4
> 5% 0
25y32"5 1
/
Dk. block
7.5YR 5/8
Very fine, silty,
grayish olive
45' - 120'
C-2
Med. sand
(caving)
2,5Y 4/3
Loose, single groin
sand, stones, wet,
sides caving
N/A
Material ( geologic ): Sand /grvL Indicates
ESTIMATED
SEASONAL
from face 84'
P' 9 Depth to Bedrock. > 120" HIEASONAL
to Groundwater. 120'
Seasana, High Groundwater: 24'
DEP approved form - 12/07/95
Location
Deep
Location:
Lond
Vegetat'.on.
Landforn':
Position
Parent
Weeping
Depth
Est'nased
FORM 11 - SOIL EVALUATION FORM
Page 3 of
Address or Lot No. 9 - Soverign Way - Florence, MP. 01062
Hole Number g 2 Date 07/11/9 Tine; 1O:0O on Weather Clear, mild
( identify on site plan) - Front of '_ot
Use Vacant, grassy Slope. 0 -5/. Surface Stones! None
upland decidlous trees, grass
Glacial outwosh
on Landscape ( see plan )
D.stances =ran.
Open Water Body. > 100' Drainage Way. > 50'±
Possible Wet Area. > :00' Property Ine: 40'
Drinking Water Well. > IOC' Other
o roe.,
Depth >r ( Structure,
SwPoce t riches) soil Horizon Soil Texture Soil Color Soil Stones, Boulders,
( USDA ) (tlunselu Mottllno Cans in ence, ( , grovel)
6
0' - 12'
A
S / L
IOYR 3/2
N/A
Friable. tine roots
dk. brown, smooth
boundary
12° - 21"
6
FSL
2.5Y 5/3
N/A
Friable, med roots
light olive.fine sand
loom, wavy boundry
21'- 54' 24'
g
C-1
Silty fine sand
TO BE REMOVED
2.5Y 5/4
> 5%
24",36",44
2.5y 2.5/1
7.5YR 5/6
Very fine, silty,
grayish olive
54' - 120'
C-2
Med. sand
(caving)
2.5Y 4/3
N/A
Loose, single groin
sand, stones, wet.
sides caving
Material ( geologic ) Sand /grvl Indicates
ESTIMATED
SEASONAL
from face: 84- Depth to Bedrock: > 120" HICHWATER
to 6roundwoter. 120' Y
Seasonal High Groundwater- 24'
DEP approved Porn - 12/07/95
Locot,on
Deep
Location'
Land
Vegetotion
Landforn.
Position
Parent
Weeping
Depth
Estinated
FORM 11 - SOIL EVALUATION FORM
Page 4 of
Address or Lct No. 9 - Soverign Way - Florence, M.A. 01062
Hole Number If 3 date: 07/11/13 Tine! 10:45 cm Weather: Cleor, Wild
( identify on site plan) - rear of Lot at wooded area
Use Vacant, grassy S.ope: 0 -5Z Surface Stones: None
upland decidious trees, grass
Glacial outwosh
on Landscape ( see plan )
DIstorces from
Uper Water Body: i 100' Drainage Way: > 50'±
Passible Wet Area: > IOC' Property line: 40'
Drinking Water Well. > 100' Other:
°the,
Depth r-om ( ones. B.re.
Sure ece [ Inches, Soll Horizon Say Texture Soil Color SoT Stones, ncy, (( USDA > (MUnselo Mottling Consistency, grove
S
0' - 12'
A
S / L
IOYR 3/2
N/A
Friable, fine roots
dk. brown, smooth
boundary
12" - 40' 36'
F
8
Fine sand
2.5Y 5/3
N/A
Friable, med roots
light olive,fine sand
loam, wavy boundry
40'- 120'
C
Med / fine sand
(caving)
10YR 5/3
> 5% IT
24"
7.5YR 578
Loose, single groin
sand, stones, wet,
sides caring
Material ( geologic ): Sand /grvL Indicates
ESTIMATED
SEASONAL
from Face: 65' Depth to Bedrock: > 120' HIGHWAIER
to Groundwater: 1E0' Y
Seasonal High Groundwater 36'
DEP approved form - 12/07/95
Location
Deep
Locution.
Land
Vegetation:
bandfcrm
Position
Parent
Weeping
Depth
Estimated
FORM 11 - SOIL EVALUATION FORM
Page 5 of
Address or Lot No. 9 - Scverign Way - rlorence. MA. 01062
Hole Number a 4 Dote: 07/11/13 Tine 10:45 an Weather: Clear, mild
( Identify on site p'.an) - rear of Lot at wooded area
Use: vacant, grassy Slope 0 -57. Surface Stones: None
upland aecidicus trees, grass
GIocIC] autwash
on Landscape ( see plan )
Distances From-
Open Water Eody > 100' Drainage Way. > 50'±
Possible Wet Area. > 100' Property line, 30'
Drinking Water Well > 100' Other,
oth
Depth (tor ( Structure.
Sur4ace ( aches) Solt Horizon Sall Texture Sod Color Soa Stones. Boulders
( USDA ) (Munselu Mooting Consistency, ( grow
r.
6
l)
0' - 12'
A
S / L
10YR 3/2
N/A
Friable, fine roots
dk. brown, smooth
boundary
12 - 4l]' 36'
Y
B
Me sand
2.5Y 5/3
N/A
Friable. med roots
ight allve,flne sand
loam, wavy baundry
40'- t20'
C
Med / fine sane
(caving)
tOYR 5/3
> 5R 0
2 4"
7.5YR 5/8
Loose, single grain
sand, stones, wet.
sides caving
Material ( geologic ): Send /grvl, Indicates
ESTIMATED
From face', 6.5' Depth to Bedrock. > 120' SEASONAL
SEASONAL
to Groundwater: 120' 9*
Seasonal High Groundwater. 36'
DEP approved form - 12/07/95
FORM 11 — SOIL EVALUATION FORM
Page 6 e1 6
Location Address or Lot No. 9 - Soverign Vay - Florence, MA. 01062
Determination For Seasorol High Water Table
Method used
Depth observed standing in observation hole: 120'
Depth weeping from side of observation hole'. 78' and 84'
Depth to sort mottle 24' and 36'
around water ad„ustmert: z' Front and 3' rear
Index Well Number. Reading Dote.
Index welt level
Adjustment =actor Adjusted groundwater ''.ever. 2' / 3' feet
Depth of Naturally Occurring Pervious Material:
Does at least four feet OP roturolly Occurring pervious material
exist in all areas observed throughout the area proposed
for she soil absorption system ? YES
Certification
I certify that in November :994 I save passed the soil evaluator examination
approved by the Deportment of 'c nvironmenta'. 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
If not, what is the depth of naturally occurring pervious material 4
Signature
Timothy E. Maginnis Do -: 07/16/13
DEP approved farm - 12/07/95
FORM 12 - PERCOLATION TEST
Page l of 1
Locution Address or Lot No. 5 - Soverign Way - Florence, MA. 01062
Florence, Ma,
COMMONWEALTH OF MASSACHUSETTS
Date; March 26, 2013
Ubservatian hole S
Dept of perc test
Star' ore-soak
End pre-soak
Time at 12`
Time at 9'
Tine at 6°
Tine C 9' - 6' )
Rate' minutes / inch
PERCOLATION TEST
Time Time
50'
10:45 am
Could
not hold
water
< 2 mins.
< 2mpi
Site Passed ,F] Site Failed
Performed by: Timothy E. Maginnis R.S.
Witnessed by Daniel Wasiuk
Board of Health Agent
\OTE i foot separation From bottom of SAS to ESHWT
DEP APPROVED FORM
# 2-rear of Lot
48'
11:00 am
Could
not hold
water
< 2 rains.
< 2mpi