25 Soil Eval Forms No
FORM 11 -SOIL EVALUATOR FORM
Page 1 of 4
Commonwcath of Massachusetts
Northamoton, Massachusetts
Dare:
Soil Suitability Assessment for On-site Sewage Disposal
Performed by: Gregory J.Newman P.E.34017
Witnessed by: Peter McErlain
Date: August 21 2000
Local ion Address or Lot No.
Owner's Name.Address&Tel.A
25 West Farm Road
Fred Mailloux
Northampton,MA
78 Turkey Hill Road
Assessors Map-35,Lot-270
Northampton,MA 01060
New Construction ®
Repair
❑
413-586-4152
Office Review:
Published Soil Survey Available: No ❑ Yes
Year Published• 1995_ Publication Scale: 1:25,000 Soil Map Unit: Hinckley
Drainage Class: HO Soil Limitations: potentially severe—uoor filter
Surficial Geologic Report Available: No ® Yes ❑ NOT REVIEWED
Year Published: Publication Scale:
Geologic Material (Map Unit):
Landform:
Flood Insurance Rate Map:
Above 500 year flood boundary: No ❑ Yes
Within 500 year flood boundary: No ® Yes ❑
Within 100 year flood boundary: No ® Yes ❑
Wetland Area:
National Wetland Inventory Map(map unit): N/A
Wetlands Conservancy Program(map unit): N/A
Current Water Resource Conditions (USGS) -Month: ul
Range: Above Normal ® Normal n Below Normal ❑
Other References Reviewed: Mass-GIS Title 5 Map Panel 8- no impact area.
Preious perc test by E.J.Flynn Engineers, Inc.-5/21/91, attached
BASED ON DEP APPROVED FORM-12/07/95 lQ\ENGIN\SOILSIJIT.DOCI
Location Address or Lot No.:
FORM 11 - SOIL EVALUATOR FORM
Page 2 of 4
Fred Mailloux
25 West Farm Road,Northampton,MA
Assessors Map-35,Lot-270
On-Site Review
Deep Hole Number: NO.1 Date: 8/21/00 Time:8+AM Weather: Sunny
Location: See plan
Land use: f ld e Slope(%):2-5 % Surface stones:oceassional
Vegetation: grasses,
Landfomr. outwash plain
Position on landscape(sketch):
Distances from:
Open water body >100 feet Drainageway >100 feet
Possible wet area >100 feet Property line >40 feet
Drinking water well >100 feet Other
Depth from
surface
(inches)
6-24"
24-72"
72- 120"
Soil Horizon
A
B
Cl
C2
DEEP OBSERVATION HOLE LOG
Soil Texture
(USDA
sandy loam
sandy loam
loamy sand
&gravel
coarse sand
Soil Color
(Mansell)
10YR32
10YR5/6
10YR5/4
varigated
10YR4/3
varigated
Soil
Mottling
none observed
none observed
10YR2/2
in gravel vein
at 66"
none observed
Other
(structure,stones,boulders,eonsist.
gravel
loose,friable,roots
loose,friable,roots
gravel 5-10%
1
loose, granular
gravel -25%,2-18"stones-20%
loose,granular
gravel<5%,stones<5%
Parent Geologic Material: outwash Depth to bedrock: > 120 inches
Depth to groundwater: Standing water in hole: NO Weeping from pit face: NO
Estimated Seasonal High Groundwater: > 10 ft(per mottles)
NOTE: Topsoil stripped from west end of trench.
BASED ON DEP APPROVED FORM- 12/07/95
ICAENG IPVSOII.SUIT.DOCI
Location Address or Lot No.:
FORM 11 - SOIL EVALUATOR FORM
Page 3 of 4
Fred Mailloux
25 West Farm Road,Northampton,MA
Assessors Map-35,Lot-270
On-Site Review
Deep Hole Number: N0,Z Date: 8/21/00
Location: See plan
Land use:field.open Slope(%):2-5 %
Vegetation: grasses,
Landfonn: outwash plain
Position on landscape(sketch):
Distances from:
Open water body
Possible wet area
Drinking water well
Time: 81__LAM
Weather
Surface stones:occassional
> 100 feet
>100 feet
>100 feet
Sunny
Drainageway
Property line
Other
> 100 feet
>20 feet
Depth from
surface
(inches)
0—6"
6—32"
32—78"
78—96+"
Soil Horizon
A
B
Cl
C2
DEEP OBSERVATION HOLE LOG
Soil Texture
(USDA
sandy loans
sandy loam
loamy sand
&gravel
coarse sand&
large stones
Parent Geologic Material: outtvash
Depth to groundwater: Standing water
Estimated Seasonal High Groundwater:
Soil Color
(Munsell)
10YR3/2
10YR5/6
10YR5/4
varigated
10YR4/3
varigated
Soil
Mottling
none observed
none observed
10YR3/1
in gravel vein
at 72"
none observed
Other
(structure,stones,boulders,cousiet.,
gravel
loose,friable,roots
loose,blocky,roots
gravel—5%
1
loose,granular
gravel—25%,2-18"stones-20%
loose,granular
gravel<5%,stones -15%
Depth to bedrock: >96 inches
Weeping from pit face: NO
in hole: NO
BASED ON DEP APPROVED FORM-12/07/95
> 8 ft (per mottles)
IC:\FNGIN\SOI LSUIT.DOCI
Location Address or Lot No.:
FORM 11 -SOIL EVALUATOR FORM
Page of
Fred Mailloux
25 West Farm Road,Northampton,MA
Assessors Map-35,Lot-270
Determination for Seasonal High Water Table
Method Used:
❑ Depth observed standing in observation hole inches inches
❑ Depth weeping from side of observation hole a inches TP#1 & 2,resp.
® Depth to soil mottles feet
❑ Ground water adjustment
Index Well Number:
Adjustment Factor:
h of Na
Reading Date: Index Well Level:
Adjusted groundwater level:
rvio Mate ial
Does at least four feet of naturally occuring pervious material exist in all areas observed
throughout the area proposed for the soil absorption system? Yes ® No ❑
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that in June 1995 I have 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
BASED ON DEP APPROVED FORM- 12/07/95
Date _Lilt
IC:\ENGIN\SOILSUIT.DOCI
Location Addmss or Lot No.:
FORM 12 - PERCOLATION TEST
Fred Mailloux
25 West Farms Road,Northampton,MA
Assessors Map-35,Lot-270
COMMONWEALTH OF MASSACHUSETTS
Northampton, Massachusetts
Percolation Test*
Date: August 21, 2000 Time: see below
Observation Hole No.
Depth of Pere
Start Pre-Soak
End Pre-soak
Time at 12'
Time at 9"
Time at 6"
Time (9" - 6")
Bate (min. inch)
1
38"
9:18 AM
9:33
9:37
9:40
9:44
4 min.
<2 mpi
V1ininnuo of I percolation test most be performed in both the primary ama AND resimm awa.
Site Passed [' Site Failed n
Performed by: Gregory S Newman, P.E.
Witnessed bv: Peter McErlain, Northampton BOH
an no Consistent with 1991 peen test by others, attached
BASED ON DEL' APPROVED FORM-12/07/95
(CAENGIN\SS-SITES-EItVRIA DGC)
LEACH
2 l
WEST FARMS ROAD
DEPT •20" ' �' <
1F-7 rGpi a'r,r • >o'
ry 0 Y } 96,. it �T^;� • u'flf
NEWMAN ENVIRONMENTAL ENGINEERING!
V.O. BOX 395, 21 GUARD ROAD, WORTHINGTON. MA 010081
TEL: 413-238-5383 FAX: 413-238-4296 1
SITE PLAN
rl TP-1
O PT—t
arIATRUCCRACJ
244 MAIN STREET, P.O. BOX 89 r i 1 nvecs=sn_ns A .) ...
_
O B S'E R Y A T I O N PITS LOT x ^W'EATHEP._��Aa, COD`. :°° f Strata VISUAL IDENTIFICATION OF SOIL
Chang? �• CLIENT F±EiA____ _IL c����Depth AND/OR ROCK STRATA JOB LOCATICIF: E _ucsu14 Rono —
(INCHES) _ NCI' _ hlO. C_ CRS NAmP NN °•"„(1 .. ,.,...'� o+YG_L__ ;.. .3- SOP le co',6R fit_ —._-y-- -
/P•S011 pu,aeN, PROPERT'i U`rRdER �RFi� mnit,t�tY--
ui r BOdRC OF H[d i?HAGEM - 'PE?C Inc !`4�Fli
20 . . . I— ' S vrt ' Fii.IF'. . . .
30. 1i TT tLi BACRHOEOF'ERATOR maeK (_a,Un..eY —
. . ��p, 1
'Sriup ' �a RCU ,I LT, Bhw, L_.r E.1. rLYNN REPRESENTATIVE ___oN.� _Y_vt e*s----
4Q `111as •� , ven CO(Q .0
GQT d
sQ . . . V sA�u, C ] Ic./x ' 'toPe C. `-.inN � . �nc�c .I:y .x;u;csLJ] Iib8 -i
�IG4'l C+Ahb \ 71`'!1
94 . 196" s'r+»i coo8�c5
IQ�� . . .VCq 1. rn.,r-.c. 1 . . . aprons C_ I I �4 sT+•11rv0 , coes GS I L (I PPROY �JC,
110 I pnenP •D i,„si, t- _I sruac
I20 YATPO'r, No-oviet� D' in BTm C—r GPanoc S T.
. 101-1)" END OF EXCAVATION fl'-o' _ 1 - *t'
1
p,Iq DEPTH TO LEDGE MA
r �il . - I _ Coo MftY
',Jib__ DEPTH TO GRUIJIJD WATER N/A r g4Y O Ea1sT1 NC, gp R x STORE ;
nea T;NC, Appet ORc
PERCOLATION TESTS cR swkc
C eq STOFO m3R
NO. _ <TrPae.\
OBSERVED WATER LEVELS NO. _)— P G.
START PRE SOAK - _t_11 _.—_ -�' `"`' •k'1'+u P IN
TIME @ 12 INCHES 9;•.3° .—. C—r7:1
1'°
1.0.erCc. 1141^1
TIME N,9 INCHES 91.31 Ddutltu .I
TIME e 6 INCHES `7 3L - � � rd +omd wE ST Fnan,s Ro.
w>xe
PERCOLATION RATE (I`11F!/INCH) 2.na"A y __—__. nl ,C& Y:L �L�D,n. SITE PLAN
r 1 i nn�Cu •,w� e
FORM 11 - SOIL EVALUATOR FORM
Page 2 of 4
Location Address or Lot No.: Fred Mailloux
25 West Farm Road,Northampton,NIA
Assessors Map-35,Lot-270
On-Site Review
Deep Hole Number: NO.1 Date: 8/21/00 Time: 8+AM Weather: Sunny
Location: See plan
Land use:field.open Slope(%): 2-5% Surface stones:oceassional
Vegetation: grasses,
Landform: outwash plain
Position on landscape(sketch):
Distances from:
Open water body > 109 feet Drainageway > 100 feet
Possible wet area
>100 feet Property line >40 feet
Drinking water well >100 feet Other
Depth from
surface
(inches)
0—6"
6—24"
24—72"
72— 120"
Soil Horizon
A
B
CI
C2
DEEP OBSERVATION HOLE LOG
Soil Texture
(USDA
sandy loam
sandy loam
loamy sand
&gravel
coarse sand
Soil Color
(Munselp
10YR3/2
10YR5/6
IOYR5/4
varigated
10YR4/3
varigated
Soil
Mottling
none observed
none observed
10YR2/2
in gravel vein
at 66"
none observed
Other
(structure,stories,boulders,wnsist,
gravel
loose,friable,roots
loose,friable,roots
gravel 5-10%
1
loose,granular
gravel—25%,2-18"stones-20%
loose,granular
gravel<5%,stones<5%
Parent Geologic Material: outwash Depth to bedrock: > 120 inches
Depth to groundwater Standing water in hole: NO Weeping from pit face: NO
Estimated Seasonal High Groundwater: > 10 ft (per mottles)
NOTE: Topsoil stripped from west end of trench.
BASED ON DEP APPROVED FORM- 12/07/95
Ic\ENCIN\sollstnr.DOCI
IA)eatlnn Addrr s or iut No.:
FORM 12 - PERCOLATION TEST
Fred Maillouz
25 West Farms Road,Northampton,MA
Assessors Map-35,Lot-270
'
COMMONWEALTH OF MASSA(:HU'SETI'S
Northampton, Massachusetts
Percolation Test`
Date: August 21, 2000 Time: see below
Observation Hole No.
1
Depth of Pere
38
Start Pre-Soak
9:18 AM
End Prrsoak
9:33
Time at 12"
W.37
Time at 9"
9.40
Time at 6"
9:44
Time(9" - 6')
4 min.
Rate (mi mil neh)
<2 mpi
_ �r__._.f,.......a:n loNM1 Hip] mad1''na AND reserve area.
minimum() 1 percol inoo des
Site Passed fl Site Failed ❑
Performed b):
Witnessed by:
Comments:
1
Gregory J. Newman, P.E.
Peter McErlain, Northampton BOH
Consistent with 1991 perc test by others, attached
BASED ON DEP APPROVED FORM-12107/95 (CvENGIN)SS-SITEIC-ERVRia DoC)
No
FORM 11 - SOIL EVALUATOR FORM
Page 1 of 4
Commonweath of Massachusetts
Northamoton,Massachusetts
Data.
Soil Suitability Assessment for On-site Sewape Disposal
Pcrfornwd by: Gregory J.Newman P.E.34017
Date: Aueust 21 2000
Witnessed by: Peter McErlain
Location Address or Lot No
25 West Farm Road
Northampton,MA
Assessors Map-35,Lot-270
New Construction ® Repair
Owner's Name,Address&Tel.A
Fred Mailloux
78 Turkey Hill Road
Northampton,MA 01060
413-586-4152
Office Review;
Published Soil Survey Available: No ❑ Yes
Year Published: 1995_ Publication Scale 1:2 0 B Soil Map Unit: Hinckley
Drainage Class: MIT Soil Limitations: potentially severe—poor filter
Surficial Geologic Report Available: No ® Yes ❑ NOT REVIEWED
Year Published: Publication Scale:
Geologic Material(Map Unit)
Landform:
Flood Insurance Rate Map:
Above 500 year flood boundary: No ❑ Yes
Within 500 year flood boundary No ® Yes ❑
Within 100 year flood boundary: No ® Yes ❑
Wetland Area:
National Wetland Inventory Map (map unit):
N/A
Wetlands Conservancy Program (map unit):
N/A
Current Water Resource Conditions(USGS) - Month: July 2000
Range: Above Normal
Normal ❑ Below Normal ❑
Other References Reviewed: Mass-GIS Title 5 Map Panel 8-no impact area.
Preious pert test by E.J.Flynn Engineers,Inc.—5/21/91,attached
BASED ON DEP APPROVED FORM - 12/07/95
IC:\ENG IN\SOILSUIT.00CI
Location Address or Lot No.'.
FORM 11 - SOIL EVALUATOR FORM
Page3 of4
Fred Mailloux
25 West Farm Road,Northampton,MA
Assessors Map-35, Lot-270
On-Site Review
Deep Hole Number: NO 2 Date: 8/21/00
Location: See plan
Land use:field.open Slope(%): 2-5%
Vegetation: grasses,
Landform: outwash plain
Position on landscape(sketch):
Distances from:
Open water body
Possible wet area
Drinking water well
Time: 8+AM Weather: Sunny
Surface stones: occassional
>100 feet
>100 feet
>100 feet
Drainageway
Property line
Other
>100 feet
>20 feet
Depth from
surface
(inches)
6-32"
32-78"
78-96+"
Soil Horizon
A
B
C1
C2
DEEP OBSERVATION HOLE LOG
Soil Texture
(USDA
sandy loam
sandy loam
loamy sand
&gravel
coarse sand&
large stones
Sol Color
(Munsell)
10YR3/2
10YR5/6
10YR5/4
varigated
I0YR4/3
varigated
Soil
Mottling
none observed
none observed
10YR3/1
in gravel vein
at 72"
none observed
Other
(structure,stones,bouldere,cotsist.,
gravel
loose,friable,roots
loose,blocky,roots
gravel -5%
loose,granular
gravel-25%,2-18"stones-20%
loose,granular
gravel<5%,stones-15%
Parent Geologic Material: outwash Depth to bedrock: >96 inches
Depth to groundwater: Standing water in hole: NO
Estimated Seasonal High Groundwater: >8 it (per mottles)
Weeping from pit face: NO
RASED ON DEP APPROVED FORM- 12/07/95
IC;\ENCI N\SOILSU IT.DOCI
Location Address or Lot No.:
FORM 11 - SOIL EVALUATOR FORM
Page 4 of 4
Fred Mailloux
25 West Farm Road,Northampton,MA
Assessors Map-35,Lot-270
Determination for Seasonal High Water Table
Method Used:
❑ Depth observed standing in observation hole inches
❑ Depth weeping from side of observation hole inches
® Depth to soil mottles >120, >96 inches TP#1 & 2,resp.
❑ Ground water adjustment feet
Reading Date: Index Well Level:
Adjusted groundwater level:
Index Well Number:
Adjustment Factor:
Depth if Nat rail• 1 ccurif Pervious Mat'ria
Does at least four feet of naturally occuring pervious material exist in all areas observed
throughout the area proposed for the soil absorption system? Yes Z No ❑
If not,what is the depth of naturally occurring pervious material?
Certification
1 certify that in June 1995I have 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
Gregory . ''ewman,P.E.
BASED ON DEP APPROVED FORM- 12/07/95
Date 4Zki,
IC:\ENGIN\SOILSIIIT.DOCI
WEST FARMS ROAD
Si1E EVALLUi9ON 5 JMNV Y:
r7-I 17EPih = 120' ; EGHWT> 120" ; PEiC < 2 MP'
fP-2 17EPPn = 96+ ; ESNWf > 96" .
¶P91-! '7EPTN - 120' ; GROUNDWATER< NOT EO'_ING P:RC < 2 MAI
TI2 2, P M - 9611 , GROLIV/WATER= NOr FOUND" ;
❑ TP-1
O PT-L
an--¢uazan
—W-
1
NEWMAN ENVIRONMENTAL ENGINEERING
P.O. BOX 995, 21 GUARD ROAD, WORTHINGTON, MA 01098
TEL: 413-238-5383 FAX: 413-238-4276
Ztst MA111 a1Kr.r. 1, r .v. IIVA V!
F DATE: 5 z 4(_ DE, xQltillOh.2p
OBSERVATION PITS ` 3 . LOT ° /■/ — WEATHER_ ��AQ COOS �o°
Strata VISUAL IDENTIFICATION OF SOIL
Change CLIENT FRe}� !�9.tlln✓v
Depth AND/OR ROCK STRATA
NO. _2_.- r i JOB LOCATION ---WEl .FRP m9 ROAo
•S-1--