Perc Tests•
'harmer Engineering Corp.
civil engineering & land surveying
39 MT. TOM AVENUE HOLYOKE, MASSACHUSETTS 01040 413/533-7276
DATE
WOODBROOK PERC TESTS BOOK 506
SOIL LOG
WATER
PERC RATE
REMARKS
V--V56
14-29-85
6" Top Soil
24" Silt
36" Sandy Till
36" Clay
Total Depth 8% '
" V
2
From Page #6
Perc # 1-85
4-29-85
6" Top Soil
30" Silt
30" Sandy Till
43" Blue Clay
60"
2
From Page #6
Perc # 2-85
5-23-84
15" Loam
65" Fine Sand
54" Varved Clay
Total Depth 11'
Not Found
2
From Page #2
Perc #10-84
4-29-85
12" Top Soil
18" Sandy Subsoil
24" Medium Sand
24" Silty Till
36" Clay
Total Depth 9 '
52"
3
From Page #6
Perc #4-85
4-24-84
4" Top Soil
24" Sandy Silt
36" Tight Silt Sand
Total Depth 91/2 '
60"
5
From Page #1
Perc #7-84
4-29-85
B" Top Soil
3" Sandy Subsoil
24" Medium Sand
24" Varved Silt
24" Silty Till
Total Depth 8 '
48"
2
From Page #7
Perc #6-85
5-8-85
3" Top Soil
16" Silty Sand Subso
24" Course Sand
65" Silty Sand
Total Depth 9 '
54"
1
2
From Page #5
Perc #7-85
'armor Engineering Corp.
civil engineering & land surveying
39 MT. TOM AVENUE HOLYOKE, MASSACHUSETTS 01090 413/533-7276
DATE
WOODBROOK PERC TESTS
BOOK 506
SOIL LOG
WATER
BELOW SURF.
PERC RATE
REMARKS
'15-8-85
1
3" Top Soil
24" Sandy Subsoil
72" Silty Sand
30" Silty Till
Total Depth 10'
112"
2
From Page #5
Perc #8A-85
4-29-85
6" Top Soil
24" Sandy Subsoil
72" Silty Sand
Total Depth 83 '
94"
2
From Page #6
Pere #9-85
-
5-8-85
3" To Soil
18" Silty Subsoil
39" Med. Sand w/silt
60" Sandy Till
Total Depth 10 '
96"
2
From Page #5
Perc #10-85
5-8-85
3" Top Soil
24" Silty Subsoil
81" Sandy Till
otal Depth 9 '
96"
3
From Page #5
Perc #11-85
5-8-85
1" Top Soil
1" Silty Subsoil
6" Sandy Till
4" Silty Till
otal Depth 91'
82"
2
From Page #6
Perc #12-85
5-25-84
:" Loam
8" Clean Fine Sand
8" Fine Compact Sand
otal Depth 9 '
96"
2
From Page #2
Perc #17B
No perc at this time
No perc at this time
No perc at this time
rmer Engineering Corp.
civil engineering & land surveying
39 MT. TOM AVENUE HOLYOKE, MASSACHUSETTS 01040 413/533-7276
DATE
WOODBROOK PERC TESTS
BOOK 506
SOIL LOG
WATER
BELOW SURF.
PERC RATE
REMARKS
5-25-84
18" Black Loam
36" Sand
24" Grey Clay Sand
Brown Sand
Total Depth 9' 2"
70"
2
From Page #4
Perc 37B
5-25-84
12" Loam
36" Brown Sand
Gray Sand Silt
Total Depth 8 '
48"
2
From Page #4
Perc #36B-84
5-8-85
3" Top Soil
21" Silt
32" Sandy Till
54" Red Silty Sand
Total Depth 91'
Oxidation
Layer 48"
Water 70"
2
From Page #5
Perc #20C-85
4-29-85
12" Top Soil
24" Sandy Sub Soil
24" Silty Clay
Total Depth 5 '
48"
2
From Page #6
Perc #18-85
4-29-85
12" Top Soil
18" Silty Sandy Soil
84" Coarse Gravel
Total Depth 9A'
50"
2
From Page #6
Perc #19
4-24-84
14" Loam
Sand
Fine Gravel
Total Depth 7 '
60"
2
From Paee #64
Old Log Book
Perc #35
No Perc at this ti
5-8-85
12" Top Soil
60" Firm Gray Sand
24" Varved Silt
Total Depth 8'
None
2
From Page #5
Perc #22-85
e
wrmer Engineering Corp.
civil engineering & land surveying
39 MT. TOM AVENUE HOLYOKE, MASSACHUSETTS 01040 413/533-7276
DATE
WOODBROOK PERC TESTS
BOOK 506
SOIL LOG
WATER
ELOW SURF
PERC RATE
REMARKS
5-8-85
10" Top Soil
48" Fine Silty Sand
36" Varved Silt
Total Depth 7 '
Oxidation
Layer 56"
5
From Page #5
Perc #22A-85
5-9-85
3" Top Soil
12" Silty Subsoil
48" Fine Silty Sand
12" Varved Silty Clay
Total Depth 6 ' 2"
70"
2
From Page #7
Perc #23-85
5-24-84
12" Loam
12" Silty Sand
6" Sand
48" Silt
Total Depth 7 ' 7"
58"
3
From Page #3
Perc #28-84
5-24-84
8" Top Soil
12" Subsoil Sandy
Silty to )
Total Depth 8 ' 6"
None
3
From Page 59
Old Log Book
#27A
5-23-84
8" Loam
48" Med . Sand
54" Fine Sand
Total Depth 9 '
90"
2
From Page 3
Old Log Book 56
Perc #26
4-30-85
12" Top Soil
60" Light Sand
26" Silty Sand
Total Depth 9 ' 4"
66" Layer
Oxidation
108" Water
3
From Page 7
Perc #27-85 New
5-23-84 12" Loam
72" Fine Sand
36" Varved Clay
Total Depth 10"
84"
2
From Page #2
Perc #11-84
I5-9-85 6" Top Soil
24" Silty Subsoil
72" Sandy Till
Total Depth 8 ' 6"
72"
5
From Page #6
Perc #29A
firmer Engineering Corp.
civil engineering & land surveying
39 MT. TOM AVENUE HOLYOKE, MASSACHUSETTS 01040 413/533-7276
DATE
WOODBROOK PERC TESTS BOOK 506
SOIL LOG
WATER
BELOW SURF.
PERC RATE
REMARKS
5-9-85
6" Top Soil
24" Silty Sand
42" Silty Till
12" Clay
Silty to 108"
Total Depth 9 '
72"
5
From Page #6
Perc #29B
5-9-85
12" Top Soil
12" Sandy Subsoil
96" Mixed Sand
Total Depth 9 '
84"
2
From Page #7
Perc #31B
Lew of Percolation Test Results for the Proposed Foodbrook Pub-division
'eter J. McFrlain, Agent Northampton Board of Health
Test
1
2
Status
Disapproved
Approved
10 Approved
6 Disapproved
7 Approved
g Approved
Disapproved
23B Approved
22P Approved
21 Approved
Remarks
Board of Fealth records indicate groundwater
seepage at 36".
Groundwater at 56" requires special design of
sewage disposal. system (and removal of loam/
clay above sand) .
High groundwater.
Groundwater at 60" requires special design of
sewage disposal system.
Not tested .
Test site is approximately 350' from and
anproximately 40' above the roadway.
Test site is approximately 300' from and
approximately 10' above the roadway.
Groundwater at 52" requires special design of
sewage disposal system: also, the test site is
approximately 250' from and approximately 25'
above the roadway.
20 Test site is approximately 125' from and
approximately 35' above the roadway.
19 Groundwater at 64" requires special design of
sewage disposal system: also, test site is
approximately 600' from and approximately 25'
above the roadway.
18 Test site is approximately 500' from and
approximately 40' above the roadway.
17A Test site is approximately 600' from and
approximately 40' above the roadway.
5 37 Board of Health records indicate groundwater
seepage at 17": test site is approximately 250'
off of the roadway.
6 36B Groundwater at 68" requires special design of
sewage disposal system: test site is located
approximately 500' from the roadway.
7 38 Disapproved Groundwater at 40".
Apnroved
Approved
Approved
Approved
Disapproved
Approved
ew of Percolation Test Results for the Pronosed Voodbrook Sub—division
Test l` Status
10A F 309 Disapproved
_ Disannroved
Disapproved
Disapproved
13 Disannroved
30C Approved
29
Approved
yg Approved
43 Disapproved
26 Annroved
Approved
11 Approved
Disannroved
12 Approved
13 Approved
14 Approved
14A Approved
Remarks
Pilch Groundwater .
Not tested.
Not tested .
Not tested.
Impervious soil..
Groundwater at 54" reauires special design of
sewage disposal system.
Poard of Health records indicate vroundwater at
4R"r site located annroximately 100' from road .
Test site approximately -inn' from roadway.
Groundwater at 42" .
Groundwater at 60" renuires snecial design
sewage disnosal system.
of
Not tested .
Groundwater at 60" renuires snecial design of
sewage disposal system.
' SURFACE RATE MIN /INCH LOT DATE SOIL LOG WATER BELOW PERCOLATION REMARKS '19 11y
1 MAY 23 8" LOAM NOT 7 1 /2
1984 40"SAND FOUND
I ` 24"SANDY CLAY __ -
�? 48 CLAY -..
TOTAL DEPTH 10 '
2 TO BE DESIGNED TO BE 4 FT
2 MAY 23 13" LOAM-CLAY 56" ABOVE WATER LEVEL (FILL)
1984 56" SAND
-) 52" CLAY
At TOTAL DEPTH 9'
7 3 MAY 23 32" SAND
32" NOT HIGH GROUND WATER 1984 90" HARD CLAY NOT ACCEPTABLE
TOTAL DEPTH 10' . -
D 60.E 2
• 3 MAY 24 12 LOAM
1984 90" FINE SILTY SAND
3 P TOTAL DEPTH 8'-6"
40" NOT HIGH WATER TABLE CLAY
4 198 24 CLA LOAM NOT ACCEPTABLE
1.� A 1984 . CLAY
5 MAY 23 30" NOT HIGH WATER TABLE
NOT ACCEPTABLE
5 MAY 24 12" LOAM 43" 2 WATER TABLE LESS THAN 4 FEET
3 NOTE ACCEPTABLE AT THIS TIME
1984 36" SAND
" 6 MAY 24 10" TOP SOIL 43" NOT - WATER TABLE LESS THAN 4 FEET
1984 24" SANDY SILT NOT ACCEPTABLE AT THIS TIME
SILT
7 MAY 24 4" TOP SOIL 60" • 5
1984 24" SANDY SILT
i 1 36" TIGHR SILT SAND
} TOTAL DEPTH 9'-6"
8 MAY 23 12" LOAM 60" 2 - TO BE DESIGNED TO BE 4 FEET
1984 48" FINE SAND ABOVE WATER LEVEL (FILL)
Q 54" CLAY
TOTAL DEPTH 9'-6"
9 MAY 23 12" LOAM 60" 2 TO BE DESIGNED TO BE 4 FEET
1984 48" MEDIUM SAND
ABOVE WATER LEVEL (FILL)
21 24" SAND -
TOTAL DEPTH 10'
.6 H1d30 1V101 A C.) L
ONVS 03W 786E
• 2 ..28 WVOI ..8 52 AVW 9L
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if i
LOT DATE SOIL LOG WATER BELOW PERCOLATION REMARKS
SURFACE RATE MIN /INCH
29 MAY 24 12" LOAM 60" 7
1984 12" SILTY SAND
48" SANDY SILT
30A MAY 24 12" LOAM 36" NOT WATER TABLE LESS THAN 4 FEET
•
1984 36" SANDY SILT I . NOT ACCEPTABLE AT THIS TIME
302 MAY 24 8" LOAM 40" NOT WATER
LESS
AT THAN
THIS TIMET
1984 40" SILT
CLAY
30C MAY 24 8" LOAM - 54" 12 ABOVE DESIGNED
TOO ( FILL)EET
29�3 1984 40" SILT
i° " CLAY
31 MAY. 24 12"LOAM 38" NOT WATER TABLE LESS THAN 4 FEET
1984 36" SAND NOT ACCEPTABLE AT THIS TIME
VARVED CLAY
32 MAY 24 12" LOAM NOT POOR SOIL
1984 36" SILT
VARVED CLAY •
33 MAY 24 12" LOAM 50" NOT POOR SOIL
1984 36" SILT
VARVED CLAY
34 MAY 24 12" LOAM 110" 2
1984 96" MEDIUM SAND
TOTAL DEPTH 9'-2"
��6A MAY 25 BROWN SAND 36" NOT WATER TABLE LESS THAN 4 FEET
NOT ACCEPTABLE AT THIS TIME
1984
36B MAY 25 12" LOAM 48" 2 . TO BE DESIGNED TO BE 4 FEET
1984 36" BROWN SAND
ABOVE WATER TABLE (FILL)
`Bf 1Dpt GRAY SAND SILT
37A MAY 25 BROWN SAND 36tl NOT NOTE S ACCEPTABLE AT THIS TIME
FEET
TIME
1984
( 372 MAY 25 18" BLACK LOAM 70" '.2 REMOVE CLAY LAYER .
1984 36" SAND
24" GREY CLAY-SAND
15 , BROWN SAND
�� TOTAL DEPTH 9'-2"
XR MAY 25 12" LOAM 40" NOT WATER TABLE LESS THAN 4 FEET
nT ArrFPTARI E AT THIS TIME
15 f5 J rp
\ti/Or0-13.8RC/J k ? RC TESL S --1
mow-(N
w f rt it TEIC
,
SJAN
2CYk9 S. s4jr- l SL TY SANDY sousoiL . v
. r- _N. S4
Cyr!/ tYcaa S_,
-?,,/5-• SILTY WAND. t
• A • Jk -
SANDY, -LL , . _
1'3'/A+. O p1l4 .
D•
Y
22 S, •b S z,o" natal G RAY SA-141)
_—_-- � va2�En etiTY raY
NONE Ini
Z .
TpTAL .DEPTH 4' -- -
cdri: a T ' o oxtPfrno
OC, hs' 2I SILT fRVC0113"
:1I 2AC 5 39" SANDYy nil
LoT?A SY" gi,D;P6i MAP, F�otac,.
p6 C• I 10' roPSO L ` 2' axiom-ton)6 IL DE r
S. -6___b -- 4e" FINE SILTY SAa/D LAYER 6--e
Zz43 rQTRL - Th+ 7'
Lot- ? TO
I 9AS• Ss I % s Xi R SuaYoIL
— — — 30" SILTY TILL +
• To • D_ • 1 . . ..
• •' o /
L• L//L . r• L D Pcd �oI
I . .c.. S 13" SILTY SUDSOIL _.
. 17 S_- _ l3" SANDY SILL
Y8 ""
2 -
- ega RtD 1ocK SLOW SEEPNc
60716A- 22." RED VILTY SAND
---------_. _ —_-.'_-- ro-r1YL DEPJW—g
WT • 211 tOFSC L. - OXtOAilo&
s-,. $ • PS ICy" ShN DY SVBSOIL 51"A tN S2° 2-
d SI
..' S6', VM3)ED FT
CA :L. t -
P6 a a ro•SOII •
Lc � . s. •c s 4"1 so-Ty suir4
oLL l
— -- —
i Ego ro m tOTaL 'DEPYRf R! •
]II Par-it 31 (pi! ZStP BOI L q
1- LoL lam' �'.4.5 l2w SD L'At SU1D-10 � _
1 I � µluED s11>�To-1C5S
• -TotAL DdP1N 9/
P 29.15 641 TOPSOI tAVerio\i"
- ' (c2 29.? 414341 esS wed EA-Noy _v__,,A____ sum_ Tort _. 2-- ------
- _-. roTA-C 'DcP1U to'- WArtR 36 "
WATER 120
S � �a
Woo3M32ooe lac -tEstc -R e. so6
'RSLOw - _. 8EJ2c 1�rT� _�L
_ LQL !&TE S-011._i olL t Q� so fti- -
SILTY 9'NDy .31/Bi'otL ? 42,3N
B
tor 23A
Tea Tuvso L scn
Q� 1g" cteLa /AN•Y svUrOIL at=. ,i
..LOT t7s1= �[ 2 QS cv" c.vg4 ` -
IV '
GoTIBT7Td
sea -
To•ro y7
PRT7 rue raft_ rFP[NG 1
LAT 2q.13 �-Z7-,95__2c." cll Ty SAND -- ute— --_-__--
it" co,+YtrE c�pNP 5-6., —
2,4" SLLTr:SIRS D, .•
'_ -6, " oPao L.
q_2-_85- &4 SILTY Sh,vm I. 41
LOT$ m i4-. -Orv7R��v �7t1-q„:
•
6w TOPSOIL
l i 1.1-Z4-BS iY SANDY Svaroil- to ,I
car Q,y� � ToTRL 'DkTLH.,. X42!
i ; IV ' qu ?oPSOIL
'� w: S' - gg{�TNNO - JL-L�.� e 2//
.. u SILTY TILL .
.i.o q"o}j • TOTAL -DEPTH •?0.1
PEhC 30 ' TO sot -
LoT ' L Ih l6" SANDY SuL3SoiL Fa(f" __-_
34"--SILTY-Ca-q T
72 S[LTY .Tl�.l —
./ , toT� 1DEP.T!i, co?
rWtc_ 2t7f G" 'NPs() L. .-.
7o CILTY overact-
LOT 2- �(, _.-72 S.NJDY Tll L 72�
Dorm. 9EC(M 8'G�
sact2 R (o' 'SVProlL
- _Ll zi" SILTY SAND "
._ IL, CLAY :...
SI LTY TILL. to [or
°
"UC2c#I .6ci TopSOL , I ,. . .
Lot I_._ ih ---- 3 P-s:4:41Y-1ntl S6` ?
_ ?6" cLAY ,y ___ -
tow-�P40, 8%
PCQ.c$2 6u 'POV ro " .
Sou r[Lr
Q C1,vY TII •o'Ica
. . _ _ gel
Aw6 c4AY
. TOTAL •DEPTI Q'lli
l2" TOPSOIL
rC.zdW 11 Ig" sANnY rva roll S2v .3
tor 4A __ -.-a $I[.TYTI —.—
(et `o
i
f-_-- r wo6➢RRopt tvEE�_"TES'TS -13C...2)C
N/hiHz
o VA-TF sc-)(L LOG 13Etow) sigi-)t Y6'2C2�41C -
¢: 3 : .. 9,sr 11Y toPS�t I
!r S4MUy SU9SoI yN 1 2
! (qi3/. �� _
I
IPEIr rovSOI
W 1
(1 W S✓ttW N
Y vro(L 4 8..
,tor A a_1` vftRUED-c <cT
4 t -P�T3t 8
12` SILTY CWro1L 0 a '2 STAL
CPT T i_ 2 v4Mj 1 • L .-
ri v SIGr Ir cia`
k Peizczt, (,y)i TOP Solt ,
A IG dxIDAP)nl,l_—3
tlo,r7-7 T� Zt nY 54.1 -ti�n //,.. Wkia--'
I f
- - — ---
{ _.
r--
—
c
/"
A 07- Z '5 /984-f ;. =i�c
1 / 0 o I / fed/ A 1
11 ir „ a. Weather .-.
-
Ta /1:'I ► 91,020
/z2 a 111
' a / x
I 5�,II// II& K c- AAAIII
1 �e 27 �� hc�w/riv ' m„.5 _==
• ' --. _
/0 .53 - q'%Vie 1. , :3G 5 /z.
f /D ; 5S - a- s
/a 167- 3/1 ri" , .7o fr
/a:f9 - .3/
Lb I - 32-
�a� z y
,i: 3 - 3 -v p
3 AM in fen. / „
1
I 1 -
Review of Percolation Test_ `esii is for the Proposed _'nodbrook Seh-division
by Peter J. t'cFrlain Arent Rortham ton Roard of Health
Lot 0 Test P Status Remarks
1 1 Disapproved Roard of Health records indicate groundwater
seenare at 36".
2 2 Apnroved Groundwater at 56" renuires enecial design of
sewage disposal system (and removal of loam/
clay above sand) .
3 10 Approved
4 6 Disapproved High groundwater.
5 7 Approved
6 8 Approved Groundwater at 60" renuires special design of
sewage disposal system.
7 - Disapproved Not tested .
8 238 Approved Test site is anproximately 350' from and
anproximately 40' above the roadway.
9 22R Approved Test site is approximately 300' from and
approximately 10' above the roadway.
10 21 Approved Groundwater at 52" requires special design of
sewage disposal system: also, the test site is
approximately 250' from and approximately 25'
above the roadway.
11 20 Approved Test site is approximately 325' from and
approximately 35' above the roadway.
12 19 Approved Groundwater at 64" renuires special design of
sewage disposal system: also, test site is
approximately 400' from and approximately 25'
above the roadway.
13 18 Approved Test site is approximately 500' from and
approximately 40' above the roadway.
14 17A Approved Test site is anproximately 600' from and
approximately 40' above the roadway.
15 37 Disapproved Roard of Health records indicate groundwater
seepage at 17": teat site is approximately 250'
off of the roadway.
16 36P Approved Groundwater at 48" renuires special design of
sewage disposal system: test site is located
approximately 500' from the roadway.
17 38 Disapproved Groundwater at 40".
Review of Percolation Test Results for the Proposed l'oodhrook huh-division
Lot If
18
19
20
21
22
23
Test P
30A F 30R
33
30C
29
Status
Disapproved
Remarks
Pith groundwater.
Disapproved Not tested.
Di sanproved
Disapproved
Disapproved
Approved
Approved
24 28 Approved
25 27 Disapproved
26 26 Annroved
27 9 Approved
28
29
11
30 12
31 13
14
14A
Approved
Disapproved
Approved
Approved
Approved
Anproved
Not tested .
Not tested.
Impervious soil .
Groundwater at 54" requires special design of
sewage disposal system.
Board of Health records indicate groundwater at
48": site located approximately 300' from road.
Test site approximately 100' from roadway.
Groundwater at 42".
Groundwater at 60" requires special design of
sewage disposal system.
Not tested.
Groundwater at 60" requires special design of
sewage disposal system.
Review of Percolation Test Results for the °reposed !'oodbrook Sub-division
Summary
1. Approved without restrictions
2. Approved with restrictions
a) special sewage disposal system design
required due to high groundwater
Lot Numbers
3, 5, 26, 28, 31
2, 6 , 10, 12, 16, 23, 27, 30
b) test site located significant distance 8, 9, 10, 11, 12, 13, 14, 16, 24
from and/or at elevation above roadway*
3. Disapproved
a) high groundwater/impervious soil
b) not tested
1, 4, 15, 17, 18, 22, 25
7, 19, 20, 21, 29
*Note: Sewage disposal systems must be constructed at the exact location of
the approved percolation tests or the lots must be re-tested during the
March 1 to May 31 Percolation Test season.
The
Berkshire
Design e
Group Q�
'4)' �8� � v► t, °
January 3, 7.985
Peter J. Mckrlain, H.O. , M.P.H.
Northampton Board of Health
City Hell
Northampton, Massachusetts 01060
Dear Mr. McErl ain:
.,d .inn,nd
located ir Northampton. The tests -acre taken
n Ma. 1 h and
May 25. 1984 with yourself, a representative from Pharmer cineering, and
the owner present.
The enclosed print showing the l_cai:ion of the Lest holes is rev isc3
sheet 2/8 of the definitive suhd raceion plan n one oly submitted.
Very truly yours,
T�hhe? Berkshire Design Group
Peter H. Wells, A.3.h.A•
Partner
PHW;d1
Enclosure
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TE SOIL LOG WATER BELOW
SURFACE
PERCOLATION REMARKS
RATE MIN /INCH
24 12" LOAM 60" 7
4 12" SILTY SAND
48" SANDY SILT
24 12" LOAM 36" NOT WATER TABLE LESS THAN 4 FEET
NOT ACCEPTABLE AT THIS TIME
4 36" SANDY SILT
NOT WATER TABLE LESS THAN 4 FEET
24 8" LOAM NOT ACCEPTABLE AT THIS TIME
14 40" SILT
CLAY
24 8" LOAM
14 40" SILT
CLAY
54" 12 TO BE DESIGNED TO BE 4 FEET
ABOVE WATER LEVEL (FILL)
Y 24 12"LOAM
84 36" SAND
VARVED CLAY
38" NOT WATER TABLE LESS THAN 4 FEET
NOT ACCEPTABLE AT THIS TIME
Y 24 12" LOAM
84 36" SILT
VARVED CLAY
NOT POOR SOIL
Y 24
'84
12" LOAM
36" SILT
VARVED CLAY
50"
NOT POOR SOIL
1Y 24 12" LOAM 110" 2
)84 96" MEDIUM SAND
TOTAL DEPTH 9'-2"
AY 25 BROWN SAND
984
36" NOT WATER TABLE LESS THAN 4 FEET
NOT ACCEPTABLE AT THIS TIME
AY 25
984
12" LOAM
36" BROWN SAND
GRAY SAND SILT
48" 2 TO BE DESIGNED TO BE 4 FEET
ABOVE WATER TABLE (FILL)
AY 25 BROWN SAND
984
362 NOT WATER TABLE LESS THAN 4 FEET
NOT ACCEPTABLE AT THIS TIME
AY 25 18" BLACK LOAM
984 36" SAND
24" GREY CLAY-SAND
BROWN SAND
TOTAL DEPTH 9'-2"
70"
/AY 25
1984
12" LOAM
24" BROWN SAND
GRAY SAND AND SILT
2 REMOVE CLAY LAYER
40" NOT WATER TABLE LESS TWA': 4 FEET
NOT ACCEPTABLE AT THIS TIME
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'hlk I IIAMPTUN /WARD oF HEM 11
PERCOLATION TEST DATA
�.i X
Luc I
Engineer/Sanitarian
Rate — min/in
h to water
min/in
Date
Excavator
min/in min/in
a
Sketch of Lot w/ Location of Test Holes
Is Fee
Witnessed by
NIIHIDAHPION BOARD OF HEALTH
PEIICOLATLON TEST DATA
'C?>l /8
revs
cr
: Rate — min/in
h to water 6 15
Lot if Date
X141
Engineer/Sanitarian
Iloon H1r #2
min/in
min/in
min/in
Sketch of Lot w/ Location of Test Holes
,ss Fee
Witnessed by
// g 7
dres
'ner
NoEIHANPTON BOARD OF HIAiTN
PERCOLATION TE T DATA
Ctit 2+4" /0
n ngineer/Sanitarian
5i_ -jq_
D9c cNCr-, p-.,.
c Rate
min/in
th to water $
min/in
31
min/in
Date
min/in
<,h.h e I'.
ss Fee
Sketch of Lot w/ Location of Test Holes
Witnessed by
NoR I IIAMI'luN s(A1RI) of HfAifII
/ �/ PERCOLATION
i1,2 4)-`ril .3 n Is:
Lot '`r
(5
Iner
c Rate
min/in
IL eu I e Y2
mill ON[)
Engineer/Sanitarian
Ch to water fO i
min/in
/ isr
Date
min/in
V
I o
Sketch of Lot w/ Location of Test Holes
SS Fee
Witnessed by
/ I
!dress'
NIIK!I IAPII'TUN bOA RD OF IIhAl.111
1'EItCULA'I'1 ON "ST :PTA
{ . /
tier
'ai�nr33rv34. .
.N
7 & °
Rate
min/in
th to water
3. f
min/in
Engineer/Sanitarian
Date
min/in
min/in
Sketch of Lot w/ Location of Test Holes
rss Fee
Witnessed by
NohlHAMPION BOARD OF flEALT11
1'Li L�, _�ULACI UN q ,A/ l I _
___a-tler Id 0<24 .-_ _i
_ �✓ , _ J 141-;
'.-
Add Lot
Dace
Owner •t I . EnRinee r/Sanitarian
c . . , Excav
y"
rLLgnG
____________ ,
r
Pert Rate min/in
min/in =in/in
Depth to water
NG
0
`)
■
-----
Sketch of Lot
/ Location of Test Holes
•less Fee
Witnessed by
NORIIIAMPTON !WAND OF HEALTH
PERCOLATION S jiA±A
Address Lot ib 1 ' -
Date
Owner Engineer/Sanitarian Excav
TbP -
Perc Rate -- min/in min/in min/in
Depth to water .
1;.R-
I
I
S
0
I 7
'
Sketch of Lot w/ Location of Test Holes
Witness Fee Witnessed by
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TEST DATA
s'r. !- r.. 33
96
Lot #
D e
:ate ill n/in
to water _.
min/in
min/in
min/in
n\
Sketch of Lot w/ Location of Test Holes
s Fee
Witnessed by
5
NORTHAMPTON BOARD OF HEALTH
7 / PERCOLATION TE DATA
ate J min/in
to water A .
min/in
min/in
min/in
Sketch of Lot w/ Location of Test Holes
is Fee
Witnessed by
,iew of Percolation Test Results for the °roposed Voodbrnn4 Sub-division
Summary
Lot Numbers
Approved without restrictions 3, 5, 26, 28, 31.
Approved with restrictions
a) special sewage disposal system design
required due to high groundwater 2, 6, 10, 12, 16, 23 , 27, 30
h) test &ite located significant distance A, 9, 10, 11 , 12, 13, 14, 16, 24
from and/or at elevation above roadway*
Disapproved
a) high groundwater/impervious soil 1, 4, 15, 17 , 18, 22, 25
b) not tested 7, 19, 20, 21, 29
Sewage disposal systems must be constructed at the exact location of
the approved percolation tests or the lots must he re-tested during the
March 1 to May 31 Percolation Test season.
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TEST DATA
I
Ler
33
Lot If
Engineer/Sanitarian
ate"
■ 7
c Rate
th to water
7
min/in
Si
min/in
min/in
min/in
Sketch of Lot w/ Location of Test Holes
yeas Fee
Witnessed by
ess
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TEST2DATA
r' if.✓/!/ /t/
1.6c TT
Date
Rate min/in
h to water 1/
Engineer/Sanitarian
min/in
min/in
min/in
Sketch of Lot w/ Location of Test Holes
ess Fee
Witnessed by
U /0
ess
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TEST DATA
1- 1-
Lo t #
7
Rate min/in
:h to water 1/01
Engines/Sanitarian
min/in
min/in
min/in
Sketch of Lot w/ Location of Test Holes
less Fee
Witnessed by
1
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TE T DATA
r b_
as Lot 4
I DLOWv,
Engineer/Sanitarian
D -it 3 �
Da ¶y
Ito
min/in
to water
min/in
min/in
min/in
Sketch of Lot w/ Location of Test Holes /i
ess Fee Witnessed
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TEST DATA
C--
/1
Lot 11
Engineer/Sanitarian
Date/
Rate min/in
■ to water
min/in
min/in
min/in
Sketch of Lot w/ Location of Test Holes
ness Fee Witnessed by
/
NORTHAMPTON BOARD OF HEALTH
PERCOLATION Tg$T_.DATA
12-19
s
Lot ij
L,
Engineer/Sanitarian
Date
Rate Amin/in
to water
min/in
min/in
min/in
Sketch of Lot w/ Location of Test Holes
ess Fee Witnessed by
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TEST DATA
2
Lot d
Date
late min/in
to water
min/in
min/in
min/in
t
Sketch of Lot w/ Location of Test Holes
ess Fee Witnessed by
NORTDAMPTON BOARD OF HEALTH
PERCOLATION TEST DATA
tate , min/in
to water
rf
Date
Eng'fn er/Sanitarian
min/in
min/in
min/in
Sketch of Lot w/ Location of Test Holes
ess Fee Witnessed by
/P/
�/i • I J ' I:^%
NORTHAMPTON HOARD OF HEALTH
yEItCOLAT ION
TEST DATA
Lot
Date
tate min/in
to water
'7 '
min/in
min/in
min/in
Sketch of Lot w/ Location of Test Holes
Witnessed by
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TEST DATA
Lot 1/
?"
Date / /
Late min/in
to water
:1 min/in
min/in
min/in
Sketch of Lot w/ Location of Test Holes
Witnessed by
floklAAMPTON BOARD OF [HALM
PLRCOLATION TESTJ1ATA
Lot/ R
is
Date
Dern ItoIe #7
Engineer/Sanitarian
Rate /(-, min/in min/in
Co water
min/in
min/in
Sketch of Lot w/ Location of Test Holes
ess Fee Witnessed by
NOR'1'IIAMPTON BOARD OF HE_ALTR
PERCOLATION TEST' :ATA
;ate min/in
to water
Lo
Enginee%an it ar ian
min/in
i
L
Date
min/in
min/in
Sketch of Lot w/ Location of Test Holes
ass Fee
Witnessed by
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TEST DATA
Lot /
Engineer/Sanitarian
Date
tate min/in
to water
min/in
min/in
min/in
Sketch of Lot w/ Location of Test Holes
C/17/4
ss Fee Witnessed by
s
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TEST DATA
/I/,
Lot #
Engineer/Sanitar
✓° /
Dat
Rate min/in
to water
min/in
min/in
min/in
Sketch of Lot w/ Location of Test Holes
ess Fee Witnessed by
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TEST DATA
IS
Lot #
Engineer/Sanitarian
Date
Rate
min/in
to water
min/in
min/in
min/in
Sketch of Lot w/ Location of Test Holes
less Fee Witnessed by
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TEST DATA
/
r
ess
er
Lo
Engineer/Sanitarian
Date
AAA)A
c Rate
min/in min/in
th to water
min/in
min/in
Sketch of Lot w/ Location of -St Holes
s Fee
Witnessed by
!SS
NORTHAMPTON BOARD OF HEALTH
PERC2LATION TEST DATA
/ l ,, i ,Fl
Q/✓✓'.�i� Lot IE
Engineer/Sanitarian
Date
Rate \ min/in
h to water j
min/in
min/in
min/in
Sketch of Lot w/ Location of Test Holes
less Fee
Witnessed by
G/ LI
!SS
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TEST DATA
L -
Lot d
Engineer/Sanitarian
> r.
Date
Rate min/in
h to water
min/in
min/in
min/in
Sketch of Lot w/ Location of Test Holes
ness Fee
Witnessed by
IS
NORTHAMPTON BOARD OF HEALTH
/ PERCOLMION TEST DATA
ja
L/ /
/(� J<' N
Lo
DaC
Rate min/in
to water
38
min/in
min/in
min/in
Sketch of Lot w/ Location of Test Holes
ess Fee
Witnessed by
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TEST DATA
Lot li
?SS
/do-
Date
VI 6,
Rate
min/in
h to water
min/in
min/in
min/in
Sketch of Lot w/ Location of Test Roles
:ness Fee
Witnessed by
NORTHAMPTON BOARD OF HEALTH
pERCOLATIONTEST DATA
Lo[
is
Rate
:h to water
itness Fee
Engineer/Sanitarian
Da[
min/in
min/in
Excavator
Sketch of Lot w/ Location of Test Holes
Witnessed by
min/in
NUIE IIIAMPION WARD OF HF.AIf11
SS
PERCOLATION TELTAf1'ATA
Lot
Date
Engineer/Sanitarian
min/in
min/in
Sketch of Lot w/ Location of Test Holes
less Fee Witnessed by
C
j
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TFLS -DATA
r/ / ;/ Is 121 3 ,,, .
Lot
Rate I min/in
to water 26 I/
/C ✓
Date
Engineer/Sanitarian. Excavator
min/in
J-- min/in
min/in
Sketch of Lot w/ Location of Test Holes
ess Fee Witnessed by'
I7=;
ilf
� / 8
i6
NORTHAMPTON BOARD OOFF HEALTH
PERCOLATION 7ON TA`N:A
/ L,1 ,: .
Lot it
Rate S mien/in
to water 1/7)
Date
Engineer/Sanitarian
min/in
min/in
min/in
Sketch of Lot w/ Location of Test Roles
tees Fee Witnessed by
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TES* DATA
Lot #t(
Engineer/Sanitarian
ate
Rate 2 min/in
i to water SGT
min/in
min/in
Sketch of Lot w/ Location of Test Holes
ness Fee Witnessed by
min/in
s
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TEST DATA
Lot f
Engineer/Sanitarian
a-^
to
Rate
to water
min/in
min/in
min/in
Sketch of Lot w/ Location of Test Holes
:ness Fee
min/in
Witnessed by
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TEST DATA
Lot(11#
Engineer/Sanitarian
Date
Rate
min/in min/in
3 to water /Q-
min/in min/in
Sketch of Lot w/ Location of Test Holes
:ness Fee
Witnessed by
IS
NoRT IIAMP'PON HOARD OF HEALTH
PERCOLATION TEST DATA
, t: r-, ', , / 6
Lot #
Rate min/in
Co water
S/25/
Date
Engineer/Sanitarian Excavator
EE
min/in
min/in min/in
Sketch of Lot w/ Location of Test Holes
ass Fee Witnessed by
NUR TIIANPTUN BOARD DE IIFALTII
1 PERCOLATION TEST DATA
/��� i'Srzf - h r.J
Lot !I
Engineer/Sanitarian
Date
Rate min/in
to water
min/in
min/in
min/in
{
Sketch of Lot w/ Location of Test Holes
ass Fee Witnessed by
'I f.. ' %.
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TEST DATA
ca... ;4 • )--
Lot #
Engineer/Sanitarian
Date
Rate m//in/in
to water y,
min/in
min/in
Sketch of Lot w/ Location of Test Holes
less Fee
min/in
Witnessed by
r•—•-•
e _
1 • k.
Li
CO
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TEST DATA
Lot
Engineer/Sanitarian
date min/in
li
to water__2 _
tness Fee
min/in
Da e
min/in
Sketch of Lot w/ Location of Test Holes
Witnessed by
min/in
NORTHAMPTON BOARD OF HEALTH
PERCOLATION TEST. DATA
'!
Lot #
J /
el
Date
Engineer/Sanitarian Excavator
late min/in
C A
to water A
min/in
min/in min/in
Sketch of Lot w/ Location of Test Holes
ass Fee Witnessed by
NORTHAMPTON BOARD OF HEALTH
PERCOLAA IQN T S ATA
Lot If
Rate 2 C-- min/in
to water
Date 7
Engineer/Sanitarian
min/in
min/in
min/in
Sketch of Lot v/ Location of Test Holes
ess Fee
Witnessed by
1l �
mil•
NORTHAMPTON BOARD IF HEALTH
PERCOLATION. TP,ST DATA
IS
U: Lot drr
,Engineer/Sanitarian
Rate min/in e
to water Li (r
min/in
min/in
min/in
Sketch of Lot w/ Location of Test Holes
ess Fee Witnessed by
7
y y ,
6
q °
&f09
k
��A
k
16 H1d30 1Y101
ONVS 03W yS
2 ..28 WY01 .9 52 )
ONVS 3NI3 ti
3311 S IH1 IV 31831810tl ION 9£ WYO1 ..8 S2 1
1334 7 NtlHl SS31 318V1 831tlN ION
ONYS 10YdWOO 3NId at
ONYS 3NId NY313 ,.847 yf
2 .96 WY01 ,.8 52
y'
3WI1 SIR/ 1Y 318Y1d333Y ION 52
1333 y NYHI 5531 318tl1 83IYM ION ..51
. h
3WI1 SIHI IV 318YId333Y ION 52
1333 y NYH1 5531 318Y1 831YN 10.. ..SL
-4 • „8-68 N1d30 1Y101
ONVS ..26 h
2 ..y8 N308088360 ..21. f2
,.8-.1 H1d30 1Y101
ONYS 358003 ..89
Z , .09 ONYS 3NId ..h2 £2
,.9-16 H1d30 1Y101
ONYS 3S8000,ROL
2 ..y8 Wtl01 .,21. E2
,.9-16 H1d30 Y1101
ONYS „9£
1lIS ..h5
h .,81 IIOS d01 0t2 £2
.,£-,6 HId30 1Y101
ONYS A1lIS .,66
2 . 09 WY01 .,ZL £2
.0 H1d30 1Y101
AYi] 03AUYA ,.9£
ONVS 3NI3 ,.22
2 ..h8 WYOI .,21 £2
It H1d30 1Y101
. AIM 0368YA .,y5
ONYS 3NI4 ..S9
2 ONfO4 ION WY01 „51 fl
IHONI/ NIW 31Y8 33tl38AS OOl II OS
SA8VW38 NOIIY10083d M0138 831YN
No LYIIIAMI'TUN HOARD ph' HEAlall
I �) /PERCOLATION TEST DATA
Is Lot th
L'art 144
Rate Z min/in
to water G Is
Date
Engineer/Sanitarian
min/in
min/in
min/in
Sketch of Loc w/ Location of Teat Holes
less Fee Witnessed by
N
I � \ (3.
■
iV ��Ock) \\ TEST c5'07' 215°E - - 03
N Lk/ t 34d,J d . 't�6 ��{y.02 /35.00 8 IIAT dint)' Of\
a lg 12A — _ _
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— \ ,� ,� , _
°J
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r 03C--) all!.77 'h - - „ ^ I I A t /OA °N h SA L - 1 4
o1yooyl 04 b 4 ° q /'7QZ .IC. N /nOyIC- • ° /.S77701C. N
/39
day -ft4 035.710 y TESTPIT9M 1O,LO
k ' �0o L.1Q53/ �Nmm TESTep !``+ Ur
\0 d.t3°eby viv PIT_ 1.1
+P • • ...0 10546-- 2./.5775.3— ' �l.;._ 8 . ; 0 � t'..
Ri(a� d./yc'�?5” N∎0N 'i x.02. t 167% - " 24 tnw`' F` \0D
y ' c C.�5//Z a9D40A./o X59 4.23,2z/wig L &'�`. ,a>. *., n��
25' R .4;46 C 8 C. /Slo.!<!c d,29°f 69 .. Z , i5-
k ' BIRCH R•• LA ` C737 �P h j 1{36
1.9/57) 'P o IV E_ .4, — W I !.a IN. r .1 hillii.,, '�/ Ax�b ab0\,0 c91.37 I 9a i9°4f0., .,� _ Y, 89v L q �� �l hl ° � � q/ � L'•Z/&9Y-'' ` 1:�729.T �dJ �Pp I(e99
v,104,t , vPy(j• %�jjM„ ?'�/�- % A topfs'09 041• a�A3g°BE
i>" A' V C. 47'78 ti : C 409,55 I(
0 c.ibG7
.to Vag
I- Sperc k is 23
q pacc. { s} is 22 8 negr 22
1 fest. r 15 37ga nd
(o part 49-r-t Is 3e no.V3(.0
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i is V-4 M 33
22 iNefi per } *27A
25
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