1526 Site Suitability 2006 1
Title d`Draft Primed September 20, 1993. Appendix 4 Page 1 •
FORM 12 - PERCOLATION TE
No gm rag. 7r •
C�om�rp wear of Massachusetts 2606 Location Address or Lot No. 73,C&t 0 ; "41 j�t//LLd- /Pd�
r?/r ll/!h>�LT cL , Massachusetts
Cite Suitability Assecsment for On-site Sewage Disposal COMMONWEALTH OF MASSACHUSETTS
V• �/sl'l]/2t41P7CA< Massachusetts
Performed By: �V .c « - Certification Number: . . .
Wimessed By: •a'4' A/7r7l-f - Percolation Test'
•
te..n+nxae,.�.wt.�He. o...,.a...,ar..a.,a re.r Date: feS. Zr 2v06 Time:. 7,2 'Oxa 6d.N
refre car - -3 N flif slams fl ez,T.7r ------ -----
tee/pp-tier /('O/} + Y�Zjyf ' 7Cf3 - A✓e/ER; Observation Hole # / - 5C e-Tlr 2 - ye4KTH
,�/ Depth of Pere ,¢3a f-2 `
New Construction In Repair ❑ • ��— O $O/ _
Start Pre-soak
/2:/c / 2 : 29
Office Review .r .
End Pre-soak /2:2.r-
' /2 : #q- r
—/ Time at 12" /2; 2-c /2 ; 44-r
Published Soil Survey Available: No ❑ Yes LJ _ ._
Year Published (girt Publication Stale/./r II.) Soil Map Unit H e . Time at 9• /2 • 2 tT /2 ; it8
Drainage Clan .7 . Soil Limhations C4 t't e( wee--A'C NEr --- `-"
L Time at8" ' /2 = 29 /2 :*9
Surficiel Geologic Report Available: No ❑ Yes - _
Year Published Publication Scale Time (9'-61 2
Geologic Material (Map Unit) H//YC/ft� -- - - 'M/N• r - • _
• Rate Min./Inch
Landform 0027Pe rf FVeliN -c 2/0,0/4
e%! -•FPM/it///N'rif
Flood Insurance Rate Map: r
Above 500 year flood boundary No ❑ Yes @ • Minimum of I percolation test must be performed in both the primary area AN
reserve area.
Within 500 year flood boundary No Cr ❑
_/Yes
Within 100 year flood boundary No U Yes ❑ Site Passed ({1 Site Failed ❑
Wetland Area Wetland Inventory Map (map unit) ..... _ . . ... Performed BY: ._ /.y�T�l"I/tom/'( S� _ L eT- .__
Witnessed BY:, Ep ,'r9 /2121-&/er/
Wetlands Conservancy Program Map ,map unit) �-" — --- --- "
74? /}Y 5 J i fee'rr:N? TO N1 7%�}-P/5, /3l. Y4N
Current Water Resource a Normal IV 51: Month gNelow - Comments: - -- - r tflt* Oe 7UJ'I
Range : Above Normal Normal ❑ Below Normal ❑ �HH
Other References Reviewed:
on.unovm P01114.12/C41.
PORN 11 - SOIL EVALUATOR FOP
Appendix 4 Page 2 Page
le 5: MO• Printed SePtemBrr 20, I9P.f
Or it Revie de Dt_r inal?�.fe!_S�s�n! Hi !¢i WatifrI'pble
fP2 N'e+Tr 1/9/2098 Time./?=0d Wenner v' gin l ¢s.
Oats: :VP OW MethorLU3-€4
Jeep Hole Number ,/
.ocadus(identity on Site O .. Surfer Stones y - inches
/✓q/.y' 'eP I,MI ❑ Depth observed Standing in observation hole
.and Use r � from side of observation hole inches
d6'E Ub' .
.ands rm 07 N - 4' ✓Erzn�r �'�'S� 0/Depth weeping tion hole / r .v
FL.A'/N O Depth to Bail mottles Inches (OZ 2 .' �f
'amnion on tandem's(sketch an the aexxl _...—. -. feet
❑ Ground water adjustment
Distances from: . / tart /fr7 u tan
0o DraauaewaY Reading Date Index well level
Doan Water Bent - Property line .. feet Index Well Number
Possible Wen Ana?2Q0 feet Adjusted ground water level
Adjustment lector
Drinking Water Well'
f0P tint Other
DeathyLNgturally Qcciaoinq Peryigg 1
DEEP OBSERVATION HOLE LOG
Does at least tour lees of area proposed osed rlmghe soil absorrptiomaterial
. system? IJy� s
ammo Pow Observed throughout the area p p
SW tn..✓e Sal golf nwew..sew..a«r.n.
awnnw wn+s SW rum.• naem.el ..i
N{pM a
$4. /v yn:3l F//ye fief PT. II not, what is the depth of naturally occurring pervious material?
/ONR 1/6
lU 17 {✓ SL Vttietz LPOf Q. rii in
M4� �{ pcW °7r6 QE'~ s,-yVe- Idatel I have passed the examination approved by t
re—
./7__ /LU C_ 2.�/ C/ p-cW -"reeve le IamUlY then ors.(!
SANP WNW, iv T" 'VIM Department of Environmental Protection and that the above analysis was
1- p�lkrf 02/".Rjjv performed by me consistent with the required training. expertise and experience
D _ !2 AP it MY/2 5 2 �f;�F41- 0+ described in 310 CM/115 017. / ? �sr e+�
/' /( !/�F}LP /��f !l6 ` Date 7 __r_ ._
20 /iW SL /d 9 t I Signature _ c— -
/2 MAP ._ 3./,
at ari{ $IfJ -tQ.
to - gf C-/ ,gAN➢ 2'' %" not I77'4">
`$¢f pvti fN F 1C
`C1 // O E - 2 N•F/ke- 2 Sit rn '—"; ntiWn }ra P&
.• Q��(/�jir Death re Bedrock: 0 /
Parent Materiel Irealtr icl °St"`ng Water in the Hale!ivQ Weeping from Pit Poce': o /NUJ
..__.,. .,,r nundweRG sunning 4
Page 1 of I
Deeds
PARCEL 4
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:411 -77'
11 1 -77'
00'it
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8'g4 19"E
15546
L=12 t
/ N PARCEL 3
AREA IN NORTHAMPTON =
.205 ACRES (96,058 S.F.±)
AREA IN WESTHAMPTON =
5,313 S.F.±
OTAL AREA = 2.327 ACRES
NORTHAMPTON ASSESSOR'S MAP 41 LOT 008
WESTHAMPTON ASSESSOR'S MAR 28 LOT 9
PORTION OF PARCEL 3 N WESTHAMPTON
IS 10 BE COMBINED WITH THE PORTION OF
PARCEL 3 IN NORTHAMPTON TO FORM
ONE PARCEL OF CONTIGUOUS OWNERSHIP
142.69
S47.27100°W 227.39
84.70'
0)
N
---539'55'59"E
61.
r
,B
6' ig
/
t
F
PARCEL 4
AREA =
2.829 ACRE
(123,241 S.F.
NORTHAMPTON ASSESSOR'S MAP
/
rv*
p O�O
e of
0 a/
/ /p
O\ /
4\
don-1 Maters.Length=0 feet
1526 Westhampton Road- Oat°17'31.9"N, 072°44'13.8"W
e: EASTHAMPTON
: 12/16/106
a: 1 inch equals 2000 feet
Location: 042° 17'33.8" N 072°43'04.8" W
Caption: Proposed septic system
1526 Westhampton Rd
Northampton,MA.
Copyright(C)1997,Maptech,Inc.