Lot 24 Title 5 Report 1998 No.
FORM 11 - SOIL EVALUATOR FORM
Page 1
(o- 26- 9f
Date
Commonwealth of Massachusetts
/1/0/2--ri4A-AAPron/ , Massachusetts
Soil Suitability Assessment for On-site Sewage Disposal
Performed By xi cAarc/ .52-Ate.9L., / A✓r-r-liy .41toc-
Witnessed By: PeTe2 A4 At (,e %sr n Cs e
av Am<U v
Lot,
tnrS zy,
Myo/e2.4o/it .1)ai✓e
o"°: r F/oft.c. c & .$avin't Bwn,K.
„,—, $S Ma
i/oR�NGE, .f44 o/o(eo
A-r s gaiter--r F&-0c-4h
Seto - 400
New Construction g1 Repair ❑
Office Review
Published Soil Survey Available: No ❑ Yes
Year Published __.I.gt.1 Publication Scale Soil Map Unit ....Pc_IS
• Drainage Class V ii oil Limitations Limitations SLOW Fkp.t,ot.,-nen .tce,tt
Surficial Geologic Report Available: No ® Yes ❑
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 fzi Yes ❑
Within 100 year flood boundary No JZ Yes ❑
Wetland Area:
National Wetland Inventory Map (map unit)
Wetlands Conservancy Program Map (map unit)
Current Water Resource Conditions (USGS): Month Mk'7. L19
Range : Above Normal ❑ Normal ❑ Below Normal
Other References Reviewed:
FORM 11 - SOIL EVALUATOR FORM .
Page 2
On-site Review
Deep Hole Number 1-4:1 Date:...5/31/4r Time:, .1 -w Weather y �°
�
Location (identify on site plan)
Land Use NJe.e.d} Slope (%) -...5 Surface Stones FEW
Vegetation .SrfL _f..N._Os` Ft.1..hht.1t..D0.1t.
Landform m.Ul lllpGe
Position on landscape (sketch on the back)
Distances from:
Open Water Body is 0_. feet Drainage way (so feet
Possible Wet Area -SO.. feet Property Line Z C feet
Drinking Water Well Ciry feet Other
bVags.it-
Parent Material (geologic) ..._.bsae:l..._ Till Depth to Bedrock: 'ii.:
p t•
Death to Groundwater: Standing Water in the Hole: Pic. Weeping from Pit Face: .61ta_..
Estimated Seasonal High Ground Water: Nu
DEEP OBSERVATION HOLE LOG
Depth from Surface
(Inches'
Soil Horizon
Soil Texture
(USDA(
Soil Color
IMunsell)
Soil Mottling
Other
(Structure,Stones.Boulders,
Consistency.-%GraveII
n _ tl
IL
It — 204
-
7.o - 9be
A
13u,
CI
F .L.. S
f- S L.
E L
IOjp. 14-
1.‘,111-3/4
t0t7-573
_
H
l0 im 9 w
Ts vs
1,4h- F
I0T9- y/,.
Gl?Ur.(grpoom
ekAr,Sn.loarbl rsndli
Mrsssue, PstrwLe
r
Ce.Ar, w��Y P5.db
Ru-(, Mbsst'Ve
Parent Material (geologic) ..._.bsae:l..._ Till Depth to Bedrock: 'ii.:
p t•
Death to Groundwater: Standing Water in the Hole: Pic. Weeping from Pit Face: .61ta_..
Estimated Seasonal High Ground Water: Nu
FORM 11 - SOIL EVALUATOR FORM
Page 2
On-site Review
Deep Hole Number _-1-1.? Date:.51 Time:_.1;.00 Weather Cif-.- To
Location (identify on site plan)
Land Use ly 0 0 c S Slope I%) 1 ' S Surface Stones retN
Vegetation if\ (-Lc.t J . .0 116 AI"
Landform 71LL-.....ltt QGOE
Position on landscape (sketch on the back)
Distances from:
Open Water Body 100.. feet Drainage way. CO feet
Possible Wet Area So feet Property Line 2S feet
Drinking Water Well C ITT. feet Other
WATe R
DEEP OBSERVATION HOLE LOG
Depth from Surface
(Inches)
- Soil Horizon
Soil Texture
(USDA)
Soil Color
(Munsein
Soil Mottling
Other
(Structure. Stones,Boulders.
Consistency.%Gravel(
o ••• 12
1L .t- LAa
L4'' — 01
A
t5‘....1
G1
•P S L
F 5L_
5L
10'ill-1/2_
I0YR3•3
loTR'ijy
_
Mil )0
)01g. VI
MIL P
577- 51s
Ca 0me, F6t>6LC
CI e4r15MmoTLF e/t
NI MS we) FPio-t3l.F
Wa.Vy , CI.4.41r rS+d.
FtizM , M i1Vc I
Parent Material (geologic) CJkSM. TtL4_ Depth to Bedrock: ..N/0
Depth to Groundwater:
Standing Water in the Hole: _..'(..PJ... Weeping from Pit Face: _. • o
Estimated Seasonal Hign Ground Water: Pi �.._
•
w
19"
FORM 12 - PERCOLATION TEST
COMMONWEALTH OF MASSACHUSETTS
, Massachusetts
Percolation Test
Date: 5— 31 - tt C Time: IL-oo p•M
Observation Hole #
I - q
I - to
Depth of Perc
t-I-Cf"
5 2„
Start Pre-soak
/2 : IL
IL'• is •
End Pre-soak
i Z : 3 1
11 • '-
Time at 12"
1Z= 31
/2 s 3,C
Time at 9"
3/4)) a Ir ZS'
1: 2-7 No na°p
Time at 6"
Time (9"-6")
Rate Min./Inch
%(i M)n/I ALA,
Site Passed ❑ Site Failed
Performed By: 2- CL Ard f n to & / a J-nLei t.s s 04-:
Witnessed By: aka,
Comments:
No• CO, la)ti ) !Itc - 1 d5. + (SP-
2
On-Site Review
Deep Hole Number / —/ Date Co -Z(o - 9r Time //rOo Weather //t- — 7( -
Location (identify on site plan)
Land Use W pool i Slope (%) r Surface stones Fe w
Vegetation N% P,NB
Landform Ti// R, c/It
Position on landscape (sketch on the back)
Distances from:
Open Water Body So feet Drainageway ID feet
Possible Wet Area So feet Property Line feet N lia easemeNT
Drinking Water Well Town feet Other
Iri erb/i_
DEEP OBSERVATION HOLE LOG
Soil Horizon
Soil Texture
(USDA)
Soil Color
(Munselp
Soil Matting
Other
(Structure,Stones,Boulders,
Consistency,%Gravel)
Depth from Surface
(inches)
O — .7it
7 - fly
I\ - CC
SS - 84
6`f - IL,
A
13.,,
15/c-
G
G
ESL
F 5 L.
L S
FsL.
5 . L- -
kik-ss1VG1 v. PtiCe4
clrtwAd' riAay
(.1AeSlver V .Vt,-H
Parent Material (geologic)
Depth to Groundwater:
ssa.doc
6e>At- TI 11
Standing Water in the Hale: • /o Weeping from Pit Face:
Estimated Seasonal High Ground rWater. 31."
IOC Ds-Queue 5th i I DePT1+ A 1270 r PAN 1-61e11
3
On-Site Review
Deep Hole Number H 2 Date L • 240- CV Time I Z'•oo Weather L\rt• - Is'
Location (identify on site plan)
Land Use It)0 to J S Slope (%) J0 Surface stones fetid
Vegetation N 1011U i-
Landforrn T111 Eli clever
Position on landscape (sketch on the back)
Distances from:
Open Water Body 7 0 feet Drainageway 7d ' feet
Possible Wet Area 70 ' feet Property Line
Drinking Water Well TaWA feet Other
Wrreit-
feet 3S( lnJ eaSemewr
DEEP OBSERVATION HOLE LOG
Soil Horizon
Sod Texture
(USDA)
Soil Color
(Mansell)
Soil Mottling
Other
(SEVcture,Stones,Boulders,
Consistency,%Gravel)
Depth from Surface
(inches)
dire it iy
GZ
5 L.
N1Nsswe. V, F (2.1-1
Parent Material (geologic)
Depth to Groundwater: Standing Water in the Hole:
•
Weeping from Pit Face:
Estimated Seasonal High Ground Water,
esa.a« IkJ AVEquata 50 lL DePTN A5Og6 r4vJ L-a•�E�
301a0 iCod2/1101
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CURRENT WATER RESOURCES CONDITIONS
,C-_ .H IN CENTRAL NEW ENGLAND .-- '�F
�-
i $ (f-
A
4
�;c sut'i
WATER RESOURCES DIVISION, U.S. GEOLOGICAL SURVEY
IN COOPERATION WITH THE STATES OF
MASSACHUSETTS, NEW HAMPSHIRE, RHODE ISLAND, AND VERMONT
Surface-Water Runoff
May 1995
Ground-Water Levels
May 1995
COMP/ SON WITH
RRwrvv wPA.0
RANGE
FACT SHEET SERIES AVAILABLE—The U.S.Geological Survey maintains a series of water
fact sheets that briefly describe a wide variety of hydrological Investigations and data-collection
networks.Some of the many available titles include,'USGS Programs in Massachusetts," USGS
Programs In Rhode Island;'USGS National Water-Quality Assessment Program,Connecticut
River and Long Island Sound Coastal Riven,'USGS Observation-Well Network for Collection
of Ground-Water Level Data in Massachusetts;"USGS Continuous-Record Network for Collec-
tion of Streamfow Data in Massachusetts,'and'USGS Water—Managing a National Resource.'
The fact sheets,24 pages in length,an available free of charge by calling the MA-RI District
Information Officer at(508)490-5058.
t
NTY, MASSACHUSETTS, CENTRAL PART — SHEET NUMBER 17
w.woe
w.5(Joins shoat
POB
Say State
j 'sae c'.
■
Am0 Sc Sw E+A So 6 hoe (Jam•Fea 22)
Paxton series
The Paxton series consists of deep, well drained soils
on glaciated uplands. The soils formed in glacial till.
Slopes range from 3 to 35 percent.
Paxton soils are similar to Woodbridge soils and in
many places are near Ridgebury and Charlton soils.
Paxton soils do not have the mottles typical of
Woodbridge and Ridgebury soils. Paxton soils have a
fragipan, which is not typical of Charlton soils.
Typical pedon of Paxton fine sandy loam, in a wooded
area of Paxton stony fine sandy loam, 3 to 8 percent
slopes, 15 feet west of the forest road, 500 feet north of
Old Stage Road, and 2,000 feet west of its junction with
the telephone cable crossing, in the town of Hatfield:
01-4 to 2 inches; litter of needles, leaves, and twigs.
02-2 inches to 0; well decomposed and partially
decomposed needles, leaves, and twigs.
A1-0 to 3 inches; very dark grayish brown (10YR 3/2)
fine sandy loam; weak medium granular structure;
friable; many fine and very fine roots; 5 percent
coarse fragments; very strongly acid; abrupt smooth
boundary.
B21-3 to 9 inches; dark yellowish brown (10YR 4/4)
fine sandy loam; weak medium subangular blocky
structure;very friable; common fine and very fine
roots, few medium roots; 5 percent coarse
fragments; very strongly acid; clear smooth
boundary.
B22-9 to 19 inches; light olive brown (2.5Y 5/4) fine
sandy loam; weak medium subangular blocky
structure; friable; common fine and very fine roots,
few medium roots; 5 percent coarse fragments; very
strongly acid; clew smooth boundary.
B23-19 to 26 inches; olive browri (2.5Y 4/4) fine sandy
loam; weak medium and coarse subangular blocky
structure; friable; few fine and medium roots; 5
percent coarse fragments; strongly add; abrupt
smooth boundary.
C1x-26 to 36 inches; olive brown (2.5Y 4/4) fine sandy
loam; moderate medium and thick platy structure;
firm and brittle; few fine and very fine roots in
cracks; 10 percent coarse fragments; medium acid;
abrupt smooth boundary.
C2x-36 to 60 inches; dark grayish brown (2.5Y 4/2) fine
- sandy loam; moderate medium and thick platy
structure; very firm and brittle; few thin discontinuous
silt coatings; 10 percent coarse fragments; medium
acid.
The depth to the fragipan ranges from 20 to 38
inches. The content of coarse fragments ranges from 5
to 25 percent. The soils are loam, fine sandy loam, or
sandy loam. Reaction ranges from very strongly acid to
slightly acid in unfired areas.
The A horizon has hue of 10YR, value of 3 or 4, and r
chroma of 1 to 3.
The B21 horizon has hue of 7.5YR or 10YR, value of 4
or 5, and chroma of 4 or 6. The B22 and 823 hpprizons
have hue of 10YR or 2.5Y, value of 4 or 5, and`a chroma
of 3 to 6. In some pedons few fine mottles are in the
upper few inches of the fragipan or just above it.
The Cx horizon has hue of 2.5Y or 5Y, value of 4 or 5,
and chroma of 2 to 4.
ZONE A7
4/3/ns _ P
Consult Me Federal Insurance Administration's Regional Of lice c
Call (800; .12,1 8872 (roll (roe) to determine if properties in Ihi
communily are eligible for flood in urance.
L
APPROXIMATE SCALE
lou0 _ U 1000 PEE1
. .-1_ .f
NATIONAL FLOOD INSURANCE PROGRAM
FLOOD INSURANCE RATE MAP
CITY OF
NORTHAMPTON,
MASSACHUSETTS
HAMPSHIRE COUNTY
COMMUNOYPANEL NUMBER
250161 0001 A
PAGE 1 OF 2
IEEE MAP INDEX FOR PAGES NOT PRINTED)
EFFECTIVE
APR!1_ 3, 1978
1
BASSET BROOK
p REHCE
Tai/O \F(cfrx-F� Tf'l ciF"s ,245-2F-D4( pe.to'-sC!. {-}-�C Lr
PERCOLATION TEST(S)
Time: Time:
Observation Hole #1 Observation Hole #2
Depth of Perc Depth of Perc
Start Pre-soak - Start Pre-soak -
End Pre-soak End Pre-soak
Time at 12" Time at 12" r;
TimeatitI'r I) Time ate(I ( C/
ti
Time at 6' Time at 6"
Time(9"—6") .I Time(9"—6")
Rate Min./Inch \ Rate Min./Inch
� ' � �� I >79(' ,.-
"minimum of 1 percolation test must be performed in both the primary area AND reserve area.
Performed by triparint Performed b M.#.carnP
Witnessed by IMINI �J(;! Witnessed by •in
Comments:
On-Site Review
X01.3 -
Deep Hole#: �-
Depth from
Surface(Inches)
DEEP OBSERVATION HOLE LOG*
'MINIMUM OF TWO HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Soil Horizon
Soil Texture
(USDA)
(
Soil Color
(Munsell)
;) , 1 `I
1
Soil Mo ling
Other
(Structure Stones, Boulders,Consistency, %Gravel)
arent Material(geologic)
epth to groundwater. Standing Water in the Hole
Estimated Seasonal High Ground Water
Depth to
edro
Weeping from Pit Face
LocationAddress or Lot ft
DEEP OBSERVATION HOLE LOG*
MINIMUM OF TWO HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Owner
K:'_� -
Address
Soil Texture
(USDA)
Date
Soil Mottling
Time
Engineer or Sanrterian
I
Weather
Engineedng"Firm
L r' -
41(.0 i `_r 1" t
Identity on Site Plan
'
Land Use
Slope% I Surface Stones
Vegetation
Landform
Weeping from Pit Face
Position on Landscape
Estimated Seasonal High Ground Water
'7 l.lL--_
Distancasfrorti:
.t..
Open Water Body
feet
Dunkin Water Well
g
feet
Pro r,...<
feet
Possible Wet Area
feet
Drainage Way
feet
Omer
Ofpar
feet
X01.3 -
Deep Hole#: �-
Depth from
Surface(Inches)
DEEP OBSERVATION HOLE LOG*
'MINIMUM OF TWO HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Soil Horizon
Soil Texture
(USDA)
(
Soil Color
(Munsell)
;) , 1 `I
1
Soil Mo ling
Other
(Structure Stones, Boulders,Consistency, %Gravel)
arent Material(geologic)
epth to groundwater. Standing Water in the Hole
Estimated Seasonal High Ground Water
Depth to
edro
Weeping from Pit Face
Cod 2(o _
Deep le#:
DEEP OBSERVATION HOLE LOG*
MINIMUM OF TWO HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
,
Depth from
Surface(Inches)
Soil Horizon
Soil Texture
(USDA)
Soil Color
(Munsell)
Soil Mottling
Other
(Structure,Stones.Boulders,Consistency,%Gravel)
Parent Material(geologic)
Depth to Bedrock
Depth to groundwater. Standing Water in the Hole
Weeping from Pit Face
Estimated Seasonal High Ground Water
'7 l.lL--_
X01.3 -
Deep Hole#: �-
Depth from
Surface(Inches)
DEEP OBSERVATION HOLE LOG*
'MINIMUM OF TWO HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Soil Horizon
Soil Texture
(USDA)
(
Soil Color
(Munsell)
;) , 1 `I
1
Soil Mo ling
Other
(Structure Stones, Boulders,Consistency, %Gravel)
arent Material(geologic)
epth to groundwater. Standing Water in the Hole
Estimated Seasonal High Ground Water
Depth to
edro
Weeping from Pit Face