347 Septic Permit & Soil Test 8/28/97 4. J� ( / FEE CO
C.) Y E rr)
N r.4-). rota
C..> or a.
N u! m o 0. Board of Health, OY ( — MA.
E =: DISPOSAL SYSTEM CONST ' CTION PERMIT
4 0 0 0 3�%7 DIST
, . .
a1 th
tai' dam shereby gran ed to. Co struct( pair( ) U rade( ) Abandon( ) an individual sewage disposal system
.y
v /+ Al,I ah7 T f/v as described in the application for
C
A,— / 7 dated F/P-.igjil
'Prtnirst(y Oonstruction shall be completed within three years of the date of thiss et may�it All loc I con 7dyu��must be met.
ca J 3 3
Form 1255 Rev.5I95AM.swwm Co.Boston MA Date 8 Board of Health
COMMONWEALTH OF MASSACHUSETTS
[listogal 6yaraem Construction Permit No.
- > o ti
3v7;1001 ‘,/,
„un. 15 '97 le:12
JUN-14■17 00SS7 PM
CT VFL PRT WELL TEL 4:35254112
P. 2
m. 01
20 'd
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Y[00d33100 P2:61 nit. LB-2Z—OEIN
1
e/
a
c a '
2nd
dler Street, Belchertowd,
413-323.7134
laboratory 1
MA 01007
Box 1192 Sta
__
Name. Conn. Valley Artemien
4
Well sample Mee: 6-12-97
Addeeem 58 Bond Street
Report Doty 6-16-97
8. Longmeadow Ni
01026 Collected By Jae 1311k. 222
Semple Loretto*: -
Mitch Bobbin
Type Supply: moll
Semple No • 0 CAL 3731
Lot 9, Audabon Street
Mau, Lab a 02454
Loads, MA 010515
TESTED FOR
RESULTS
MAX
RECOMMENDED LEVELS
__._
Total Cohfnrm Bacteria
^TUNeg
-
- _-- Poe or Nog
Fecal Conform Bacteria
sag
Poe or Nog
Nltdte
0
1 .0 mg/1
Nitrate
4.41
10.0 m9/1
pH
7.51
6.5-8.5
Alkalinity
36.0
No Limit
Iron
•.58
.30 ma/1
Meapnai
0
.05 mg/L
Copper
.07
1 .3 mg/t
Sultans
7.o
270 mg/1
atloride
3.2
250 mg/1
Hardaeu
32.0
No Limit
Coaduclivity
99.7
No Limit
Total Dtuotved Solids
65.8
500 mg/1
Turbidity
e47.0
j 5 NTV
Chlorine
0
! No Mott
Sodium
2.9
I 20.0 mg/1
mr an ., Nyy Ia. IMn hnn. wk .\ • .nA nn Qn d. n plait 4� lu T..nt I. q,a trivil
jron. �LLibl di aY IM ngeN w.e'1�°eaq■to M wiMla empleeN In N ter e4 B.P. rMeW,ry Weer AIen4N+.
M tam ere say question ou MN newt, Item 4o aol WWo n b cell lib efaq.
el � -- Darns YregenieryA, Dlreely,
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Y[00d33100 P2:61 nit. LB-2Z—OEIN
No.: Debi April 4,1997
C ninnionweahh or Massachusetts
Northampton, Massachusetts
Site Suitability Assessment for On-Site Sewage Disposal
Performed By: Matthew Sokop,I It tlley dr Associates,Inc. Certification Number:
Witnessed By: Peter McErlain A.S., Northampton Board of I lealth
Location Address or Lot No.:
. Lot WB
Audubon Road
Northampton,MA
Owner's Name,Address and lel.it:
John I lerlihy
c/o Attorney Ihnothv F.Washburn
8 Crafts Avenue,Northampton,P'.A
Nr 9 Construction N Repair
Office Review
Published Soil Survey Available: No p Yes rsf
Year Published 1981 Publication Scale 1:15,840 Soil Map Unit WxB
Drainage Class C Soil Limitations severe - peres slowly,wetness
Surficial Geologic Report Available: No ® Yes
Year Published Publication Scale
Geologic Material (Map Unit)
Landform
Fl:rxd Insurance Rate Map:
Above 500 year flood bounds iy No p Yes LEI
Within 500 year flood bounds v No N Yes p
Within 100 year flood bounda1 No N Yes ❑
Wetland Area:
National Wetland Inventory Mt.p (map unit) SA.
Wetlands Conservancy Program Map(map unit)
Current Water Resource Conditions tUSGS): Month March 1996
Range: Above Normal 0 Normal p Below Normal ❑
Other References Reviewed:
On-Site Review
Deep Hole Number 8- 1 Date April 4 1997__ Time x;50 AM Weather Sunny 55'F
Location(identify on site plan)
Land Use Field Slope(%) 2% Surface stones Few
Vegetation Grasses
Landform Hill
Position on landscape(sketch on the be.ck)
Distances from
Open Water Body >100 feet Drainageway >100 feet
Possible Wet Area >100 feet Property Line >100 feet
Drinking Water Well >100 feet Other
DEEP OBSERVATION HOLE LOG
Oeplh from Surface
Sail Horizon
Soil Texture
Soil Color
Soil Mottling
Other
(Inches)
(USDA)
(Monsell)
(Structure.Stones.Boulders.
Consistency.%Gravel)
Ae
V. F.S.L.
10 YR 2/1
Massive,Friable,Clear
Wavy Boundary
Some Roots
Some Organics
6"-24"
Bw
V.F S.L.
10 YR 4/8
Massive,Friable,Gradual
Wavy Boundary
24"-48'
C,
Sandy Loam
10 YR.312
5%Fine
10 YR 5/8
Masa've,Fkm,5%Gravel
Denys Sandy Loam,
Intermittent Band 4"Thick
48'-128'
Co
Sandy Loam
10 YR 4/4
5%Fine
Massive,Firm Pockets of
10 YR 5/8
V try Fine Silty Sand>2%
Parent Material (geologic)
Glacia till
Depth to Bedrock' N/O
Depth to Groundwater: Standi in Water in the Hole: _NAL Weeping from Pit Face: _NM
Estimatal Seasonal High Ground Water: 32"
Recommend removal to 45".
On-Site Review
Deep Hole Number 8-2 Dale Aoril 4 1997 Time 1090 AM Weather Sunny 55`F_
Location(identify on site plan)
Land Use Field Slope(%) 2% Surface stones Few
Vegetation Grasses
Landform Hill
Position on landscape(sketch on the back)
Distances from:
Open Water Body >100 feet Drainageway >100 feet
Possible Wet Area >100 feet Property Line >100 feet
Drinking Water Well >100_ feet Other
DEEP OBSERVATION HOLE LOG
Depth from Surface
Soft Horizon
Soil Texture
Soil Color
Soil Mottling
Other
(inches)
(USDA)
(Munsell)
(Structure,Stones,Boulders
Consistency,%Gravel)
Ap
i L
10 YR 211
Massive,Friable,Clear'
Wavy Boundary
•
Some Roots
Some Organics
]" 24'
Bv
V.F. S.L.
10 Y 6
F/1/page
Massive,I49m,Clear
Wavy Boundary
24"--48"
li
S.I rdy Loam
10 YR.3/2
31
Massive,Firm,5%Gravel
10 YR 5/8
5 YR 3/6
Dense Sandy Loam,
Intermittent Band 9"Thick
10 YR 2/2
5%DIstlnct
4
48'-126"
Co
Study Loam -s
10 YR 418
Massive,Firm
Parent Material (geologic): Glacial till
Depth to Bedrock: N/O
Depth to Groundwater: Standing Water in the Hole: N/O Weeping from Pit Face N/O
Estimateii Seasonal High Ground Water: 32".
FORM 11 —SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No.: Lot en-Audubon Road,Northampton, MA
Determination for SeasonaLHigh Water Table
Method Ilsed:
❑ Depth observed standing in observation hole _inches
❑ Depth weeping from side of observation hole inches
® Depth to soil mottles 32 inches
❑ Ground water adjustment feel
Index Well Number Reading Dale Index Well Level
Adjustment Factor Adjusted Ground Water Level
Depth of Naturally.Occurring 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
See soil logs and location map.
If not, what is the depth of naturally occurring pervious material?
Certification:
I certify that on Fall 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: _' 9/1A.Ad Date: 00.7 7
s��, TEST P Ir-
a . N,
9. \ q - ; / q - z
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r, 5 ../8 6-3e-eY;1 E-_
49 � ) 1r
4. G 8 / /7c•Ef5 JI ,���
-
Pdi `✓
EST PITS
REQUESTED BY:
LOCATION:
OBSERVATION PITS
Gerry Ja_oksASL
Audobon Road
Northampton, MA
NAILING ADD
DATE: -10-
Lot #8 *1
6" OTS
10'
8'
OBSERVER: De
8 Grey
sand silt
3 1/2 '
oarse sand
gravel
1/2 ' mixed
sand/some
boulders
Groundwater 8 1/2'
Pero Rate 15 m/i
9 fil
3" OTS
24" Silt
,5 2
Mixed sand,
till,
boulders
Groundwater
Pere Rate
4 1/2 '
je J Snhin
iced nal
,travel 4 ' 3'
Groan Aga ter
Peir Ratr 27 . 6
• Overnight Test
11 '
Lot 9 83
3" OTS
8" Silt
9 . 3
Mixed sand,
till ,
boulders
Group Water 81
,
Pere Rate 26. 3 mti
ALMER HUNTLEY, 11R, E1 ASSOCIATES, INC.
SURVEYORS ENGINEERS . PLANNERS