147 Septic Perc Tests !-car z COPY
FORM 11 -SOIL EVALUATOR FARM
Page 1 OE 5
LAND SOLUTIONS, TWO AMHERST ROAD, P.O. BOX 121
SUNDERLAND, MA 01375
VOICE & FAX (413) 665-4777
COMMONWEALTH OF MASSACHUSETTS
Northampton, Massachusetts
Soil Suitability Assessment For On-Site Sewage Disposal
Performed By: K.Christian Boysen Certification Date: Nov. 1994
Witnessed By: Peter MacErlain, Health Agent&AS Performed on: March 5, 2002
Location Address: 165 Westhampton Road
Northampton,MA 01062
Lot It
Job# - 02-007
Owners Name:James Rodrigue
c/o Eco Structures
Address: 25 Main Street,Suite 445
Northampton,MA 01060
Telephone: 413-586-5340
NEW CONSTRUCTION X REPAIR Garbage grinder
Number of bedrooms:
Other:
Office Review:
Published Soil Survey Available: Central Hampshire
Year Published: . 1981 Publication Scale: 1: 15 840 Soil Map Unit: HgA—Hinkley
Drainage lass: Soil Limitations:
Surflci&geological report Available:
Year Published: -
Geological Material(Map Unit)
Landform:
No Yes
Publication Scale.
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) :
Wetlands Conservancy Program Map(map unit)
Current Water Resource Conditions(USGS).
Range Above Normal Normal
Below Normal- X
Other References Reviewed: USGS
SOILS EVALUATION FORM
Locatlon Address or Lot No.165 Westhampton Road,Northampton,MA
ON-STTE REVIEW
Deep Hole No.: 1 Date: 03/05/02 Time 8:35 a.m.
Location: See.Site Plan:
Land Use: Lawn
Name: lames Rodrigue
Date: Marc,5,2002
Job#: 02-007
Weather: Sunny 25°
50'+/-West of existing house—marked by 4"diameter plastic pipe
buried at deep hole and labeled.
Slope 3°/0 Surface Stones: None
Vegetation Hemlocks, white pines
Landform Delta terrace over Lacustrine terrace
Position on Landforrn: Mid terrace
Distances from:
Open Water Body: >150 feet Drainage way:
Possible Wet Area: 85+/- feet Property Line:
Drinking Water Well: N/A feet Other:
>50 feet
30+/- feet(estimated)
Town water
Depth from
Surface -
(inches)
0-4"
4-24"
24-76"
Sail
Horizon
Ap
DEEP OBSERVATION HOLE LOG
Soil Texture
(USDA)
Fine sandy
loam
Fine sandy
loam
Soil Color Soil Mottling
(Munsell)
10YR None
3/2
10YR None
4/6
Fine sandy 10YR
loam 5/4
76-130" - 2C2 Fine sandy 2.5Y
loam 4/3
•24-60"none
•60-76"=>5%
10YR 4/6
Other
(Structure,stones,Boulders,Consistency,
%Gravel)
Loose,crumb, many fine roots.
Massive,friable,many roots.
Massive,extremely friable,
nearly loamy sand.
>50/o 10YR 4/4 Platy,friable.
Parent
Material:
*MINIMUM TWO HOLES REQUIRED AT EVERY DISPOSAL AREA
Delta over Lacustrine
Depth To >130"
Bedrock:
Depth To Groundwater: Standing Water in the
hole:
Estimated Seasonal High Groundwater: 60"
SOILS EVALUATION FORM
•
None Weeping From Face: None
FORM 12 - PERCOLATION TEST
Lwapon Adrhecc nr Lct N2_16 _W .r Inn A ,_ A
Name: James Rodrigue
Date: March 5,2002
Job#: 02-007
COMMONWEALTH OF MASSACHUSETTS
Northampton, Massachusetts
PERCOLATION TEST
Dale: March-5, 2002 Time:
Observation hole # :
. 1
2
Depth of pert .
SD"
52"
Start pre-soak
9:10
9:38
End presoak
9:25
9:53
Time @ 12"
9:25
9:53
Time @ 4"
9:30
9:56 _
Time @6"
9.36
10:02
Time (9"-6")
_6 minutes
6 minutes
_Rate min/inch
_'Min/inch
2Minfinch
SITE PASSED X
SITE FAILED
Performed By: Christian Bovsen
Witnessed By: Peter MacErlain— Health Agent & ASE
Comments:
SOILS EJ/ALUATION FORM
Location Address or Lot No. 165 Westhampton Road,Northampton,MA
Name: ]amen Rodrigue
Date: March 5,2002
Job#: 02-007
DETERMINATION FOR SEASONAL HIGH WATER TABLE
METHOD USED:
Depth-observed-standing-in observation hole inches
Depth weeping from side of observation hole inches
X- Depth-to-soil.mettles - BA #-1 60- inches- D.H. # 2 60 inches
Ground Water Adjustment feet
Index well ne.
Adjustment factor
Readiag-date- Index well level
Adjusted ground water level
rnn. F ry
us
e
Does at least four feet of naturally occurring pervious material exist in all areas observed
throughout the area-proposed for-the[soil absorption system?Yes
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that in November, 1994I have passed the soil evaluator examination approved by
the Department of Environmental Protection and that the above analysis was performed by
me consistent wit the required raining, expertise and experience described in 310 CMR
15.017.
Signature
SOILS EVALUATION FORM
k•1/4) "
-----
I--
NOT—LCF -3—
FORM 11 - SOIL EVALUATOR FORM
COPY Page 1 of 3
Date: 9-001 -o I
Commonwealth of Massachusetts
1.10RMAArvglosi, Massachusetts
Soil Suitability Assessment for On-site Sewage Disposal
Performed By:
Witnessed By:
iTittet ky E MAGA kihltS RS , Date: -2-ea -a 1
Pa I LIK ikkcER,L, %.}.1 - HSAD,CM AatZ1-
La.me. E SThwtfrc»U ROAD
t�F * 2
La.0
NeAR_ o& Crftpue1 rarkIK
'Jew Construction ig Repair 0
Owe s Na.
relsocarta I
artuc-c CRAFT
I (0C tVESTI-i-A rvt{5Icra RD.
(4k3) 584- B99‘
Office Review
Published Soil Survey Available: No 0 Yes 21
Year Published iS ( Publication Scale 111564° Soil Map Unit WX e_- skEer 17
Drainage Class MoDtP.11-As 0E11 Soil Limitations SE-VESE - 96c4r-5
Surficial Geologic Report Available: No 0 Yes
Year Published Publication Scale
Geologic Material (Map Unit)
Landforrn 6.1-ANC-iPele10 up AND (&,bActmL "f■LL)
Flood Insurance Rate Map:
Above 500 year flood boundary No 0 Yes Et
Within 500 year flood boundary No El#.1:es fl
Within 100 year flood boundary No ErYes
Wetland Area
National Wetland Inventory Map(map unit)
Wetlands Conservancy Program Map (map unit)
Current Water Resource Conditions(USGS): Month
Range Above Normal EINormal 0Below Normal 0
Other References Reviewed:
DU APPROVFD FORM.12/07/111
1-P-
P. 2
FORM 11 • SO11. EVALUATOR FORA
Location Address or Lot No. RI ES I I-IArm ?T O1J (20140 - l.oT 3
NEAR OLIN G2eVEL- BAljk
On-site Review
Deep Na. Number I • 2 Oats:
Location (identify on site plan)
Land Use VAGAnelT Slope i•I 2`/r Surface Stones
Vegetation VP LicAndlf� TQitt — LVivREu
Landlorm 'T.-LL 542-1
Position on landscape (sketch on the back)
Distance. from:
Open Water Body °(coo fast
Possible Wet Area °IC ' feat
Drinking water well N/A fast
e 1 rim.: Io :0O Aa1 womb.,
few
CLEAR
Orunap. way foe fast
Property Una — feet P40 oEFI NE o
Other
DEEP OBSERVATION HOLE LOG'
Nom horn
Selma tines../
0- 4"
4 - 20
20"- 44
44 - 58
Sw Hawn
A
B
C- 1
C- 2
C-3
S. %a we
IUSDAI
SAND
Sell Corot
Odungelll
I oyR 3/2
2SY HA,
2.5Y 5/r.
25Y54
IoMµ/3
Seel
Mottling
N/A
N/A
"5%.,
ai
3d'
Other
Mohan.Steno.Grain Canan.ncy. •
6nW
FRmAeLE - r RC4f 5
FR,14431.E-Moo RCdcts
Schnee 5Cer.0es, rxo.si-
FRlRBLE
LGc5'L ' 3104be Ci2ArJ
{Rhk9Lt — Few S7oh-e5
w,c•,i- F,zaa
O -b" (oyR 2/3 N/A
(o- 'h tow 4/µ 75alo
/ S v-/6
30��- lie" C ip,S L
t LPMLLrer rtvao 4Iy FRiA ;LC-M
A SIL
elw) SA
FRAPfd LC- -F,Nt RC'C S - Wavy
end° Luck-Fa,Af3ce
►.rw kart kw.4el 6LIActAL TLL
iag .QOtammm . >Irananfw.trSt We rile:
Wee Srrw Its Own War.
____rat 5l2o'
Ice ' IIa ' NIatMneerttrees Go"
5 YR. 4/F,
it NOTE - R woV6 So (C. -Co 55'L REPLACE. W
T,`tLE 5 SAND
DO AIROYSD IOW•alit
FORM 11 - SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No. btl!✓�I-�%tM 1, Q.o — Z-61—44- a3
NEAR OLO GR#aVUEC, BenX
Determination for Seasonal High Water Table
Method Used:
(08- u8'.
U Depth observed standing in observation hole inches
Depth weeping from side of observation hole (00 '. inches
Depth to soil mottles 30 inches
❑ Ground water adjustment feet
Index Well Number
Reading Date Index well level
Adjustment factor Adjusted ground water level
peoth of Naturally Occurrina Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas
observed throughout the area proposed for the soil absorption system? yES
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that on I3/4/41C (date) 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 I
DIP•nsovmtnAM•a•vS
FORM 12 - PERCOLATION TEST
COMMONWEALTH OF MASSACHUSETTS
N0211-1Pon) 01•4 , Massachusetts
C' -D & QS L 139NKL
Percolation Test
Date: Co - ZS ' 01 Time: (0 '. 3o Ar✓1
Observation Hole #
f
Z
Depth of Perc
5o n
4-g r.
Start ere-soak _
IO= ZS AM
IC - SS- AM
End Pre-soak
10% 43A-A
IL- to Pull
Time at 12"
I0t43Aw .
Ij 10 kW1
Time at 9"
IO '- 5\ 4,+1
11 ; tr) kfrl
Time at 6"
I \; t2 AM
k 77 AM
Time 19"-6")
a6 AA■NS
19 M,MNS
Rate Min./Inch
Cr 66 IWPL
5,6(7:. MQL
Site Passed Er Site Failed ❑
Performed By. I
Witnessed By:
Comments:
E M.A6-trait IS R.S,
PAP Mc-SR-unit.) - t{-e L- Aesiv
M ‘M■Mu&4 DaSt“) M.PI
CONSULTANTS, INC.
ALAN E.WEISS,M.S.,R.S.,L.S.P.
Licensed Site Professional
Registered Sanitarian
Hydrogeologist •Weland Consults
President •Soil and Water Testing
•21 E Site Investigations
350 Old Enfield Rd. •Percolation Tests and
Belehenown.MA 01007 •Septic Designs
(413)323-5957&323-4916(FAX) •Title 5 Inspections
aeweiss@charter.net
FORM 11 - SOIL EVALUATOR FORM
Page I of 3
Commo wealth of Massachusetts
NarthavidiO, Massachusetts
Soil Suitability Assessment for On-site Sewage Disposal
Performed By: 4 .Gem'SS
Date: g/2/0C
Witnessed By: E • MOtt-% •
i41 ?_^) Mow
✓J...l (kJ e
L0T 2 , C LTe. Sc
Date:
New Construction ] Repair
Office Review
Published Soil Survey Available: No
Year Published
Drainage Class
es L�
Publication Scale
Soil Limi' ions
Surficial Geologic Report Yes
No J , es r
Year Published Publication Scale
Geologic Material (Map Unit)
Landfonn
Flood Insurance Rate Map:
Above 500 year flood boundary No I 1Yes
Within 500 year flood boundary No L�7,Yes H
Within 100 year flood boundary No /' es w
Wetland Area:
National Wetland Inventory Map (map unit)
Wetlands Conservancy Program Map (map unit)
ncum ,m j(jVS�Ai tO .t J-j
rdCa , Po 8 . 35-5-
No- 04-6-1
tft3 -Zr 9 -Z7 FS
Current Water Resource CCoon diyions (USGS): Month
Range :Above Normal `f Normal I Bel('v Normal
Other References Reviewed:
DEr APPROVED FORM. 12/07/95
SUii Map Unil
010 Co 1 —o3 csi
FORM 11 -SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No. L,5 -2- , i2
Review
Deep Hole Number_ Date: OG T,od
Time: fa'" Weather
Location (identify on site plan)
Land Use P1a[z,j tc.g Slope Surface ce Stones Vegetation Po1�ezC elect 5J-0-CV
Landform ,�
Position on landscape (sketch on the back)
Distances from:
Open Water Body oo It feet
Ac Drainage way feet
.7rsatuccc.„4 /e- Possible Wet Area Sof feet Property Line 3or feet
Drinking Water Well feet Other
ettu
f"zO ;t g.J $L Z.St 913 er‘aLik •
Id3t1 Corpoc{ • 9„ J L.14.
mcnom , +�/dc , s d.
DEEP OBSERVATION HOLE LOG.
Depth from I Soil Horizon I Soil Termre I Sol Calor Soil
rfaca(Inches) (USDA) (Mansell) Other
rn 6 ISauctre,Stones.
Boulders, Cansimency, S
[[�` i� (( Gravel(oci se
Su
Mace
2 c[ea)
Parent Material(geologic) 6.41 d t,
Deorh to Groundwater:
Estimated Seasonal High Ground Water:
Standing Water in the Hole: /10 It
2' /!I
DEP APPROVED FORM-1'_/07195
DepanoBedrock: /1.4 •r—/ e\f
Weeping from Ph Face: 0 Tr -�(
Location Address or Lot No. t DT .
FORM 12 - PERCOLATION TEST
'�Z
COMMONWEALTH OF MASSACHUSETTS
R4„ ,ELpAri , Massachusetts
Date:
Observation Hole #
Depth of Perc
Start Pre-soak
Time:, ci+ G, .
Time at 12"
Time at 9
Time at 6"
Time (9"-6")
Rate Min./Inch
(.2(n2-)
Minimum of 1 percolation test must be performed in both the primary area AND
reserve area.
Site Passed Site Failed n
Performed By:
Witnessed By:
Comments:
DEP APPROVED FORM-U/07/95
rvtt PURM
Page 3 of 3
Location Address or Lot No.
Determination for Seasonal High Water Table
Method Used:
Depth observed standing in observation hole........
L epth weeping from side rof observation hole... .
Depth to soil mottles $Y.... inches
Ground water adjustment feet •
Index Well Number ._... Reading Date Index well level
Adjustment factor ._.. ..... Adjusted ground water level .... .._........ . _.
inches
inches
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in areas
observed throughout the area proposed for the soil absorption system? f/
If not, what is the depth of naturally occurring pervious material?
• Certification
I certify that on (date) I have passed the soil evaluator examination
approved by the Dep rtment of Environmental Protection and that the above analysis
was performed by me consiste1fi with the required training, expertise and experience
described in 310 CMR 15.01
Signature
DEP APPROVED FORM-12/0'195
Date 9