13 Bayberry Lanei! 99
�.'• - tom' S p f
wp
i°0 T
K ° o
O p i �� - ► r e � n .o � `J
p Q t ESE z
L
era Q O � � n< � p • ra '° �
0,3 I� r� s a
Q
0
O —
7
O
w p
p p�
o n 'l E
i f
p OON i ` poi m
f : 1 2
C S t b
Gpp �
x � 7 0 o Ir �' E`� � � z � �� :sBEEc�•�it � 7°"
c, � a � \1 � a•• _::� � 1 � Epi• .� � E
En
CA
Xwo
n 19
d !p o
bevy c�I,'sfIIIllril'�IItf E b /Y.
I P
Now
6
RS s Y
c g :� a:•�� �� �ipk �� �� 9� �g �dE.�e it �R �lip 1;
------.-------•
€�€��
E eE $4Eee "pBQ ea1--page. pa o , n EC•� E
Ge � a •� �� �9 ^� `� � � g� y
min
i
6 i u�E�� f 2E;j
5 g
Cp ,6 r a s s e
r
TEST PIT DATA
AagDaatad by, DAVID
Sita Loc at ion. _13
Ragiatarad SanA.t"i"I T:SOSDv
No
a f
Ma {
SOIL LOGS BY GARY BNASBOA P.E. - JUNE 4 1904
Taat it 4 1
TOPSOIL
0 - 6•
A
B
TINE SANDY
6• - 24•
10.
SUBSOIL
IEDIUY
24• - 54-
I
SAND
C2
FIME
E4' - 120•
SAND
GrounCWatari
NONE _
Parc iatat < 2MPI _
GARBAGE DISPOSAL NOT ALLOWED
f
{
NOTES
SIDES ARD WALLS OF EXISTING 750 GALLON LEACHING PIT TO PE
CLEARED. BOITOW AREA TO REMAIN INTACT.
SOIL AROUND EXISTING 750 GALLON LEACHING PIT TO BE REMOVED
TO TEE EXTENT WHERE NO SRNAGE CONTAMINATION IS EVIDENT. ALL
CONTAMINATED 3/4• - 1 1/2• STOE TO BE REPLACE WITH CLEAN
WASHED 3/4• - 11/2• STONE.
ALL CONTAMINATED WASTE TO BE DISPOSED OF AT THE NORTHAMPTON
SANITARY LANDFILL WITH APPROVAL OF TEE NORTHAMPTON BOARD OF
HEALTH.
THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
THEREFORE, A GARBAGE DISPOSAL IS NOT ALLOWED.
MINIMUM 12' COVHR MATERIA. TO BE PLACED ON TOP OF PROPOSED
LEACHING PST.
DISTRIBUTION BOX TO BE INSTALLED LEVEL AND TRUE TO GRADE ON
A STABLE LEVEL BASS THAT HAS BEEN MECHANICALLY CO@ACTED AND
ONTO WHICH 6. OF CRUSHED STONE HAS HERE PLACED TO MINIMIZE
SETTLING. DISTRIBUTION BOX TO BE WATER TIGHT.
DISTRIBUTION BOX OUTLET PIPES TO BE LAID LEVEL FOR AT LEAST
TWO FEET.
PIPRS1 SEPTIC TANK OUTLET PIPE TO BE MINIMUM SCHEDULE 35, 4•
NOW PERP. PVC. (S-. 02)
SEPTIC TANK SHOULD BE INSPECTED AND CLIAXED AT LEAST EVERY
THREE YEARS.
TEES1 C TRACTOR TOCHECK INLET AND OUTLET TEES OF SEPTIC
TANK AND REPLACE OR INSTALL AS NECESSARY. TEES SHALL EXTEND '
A MINIMUM OF 6 INCHES ABOVE THE FLOW LINE AND 30 AND 14
INCHES BELOW THE FLOW LINE RESPECTIVELY. THERE SHALL HE AN
AIR SPACE OF AT LEAST 3 INCHES BETWEEN TOPS OF TEES AND
INSIDE OF TATE COVER. THE INLET PIPE ELEVATION SHALL BE NO
LESS THAN 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE
ELEVATION OF TEE OUTLET PIPE.
PROPERTY LINES ARE APPROXIMATE AND NOT THE RESULT OF A FIELD
SURVEY. • • • • NOT FOR CONVEYANCE • . . .
ALL SETBACK DISTANCES OF LEACHING FACILITY MEET THE
REQUIREMENTS OF THE STATE SANITARY CODE TITLE - V.
NO EXISTING WELLS LOCATED WITHIN 100. OF LEACHING FACILITY.
SITE IS SERVED BY MUNICIPAL WATER SUPPLY OF NORTHAMPTON, MA,
LOCATION AND CONFIGURATION OF HOUSE IS SHOWN FOR REFERENCE
ONLY. ACTUAL SIZE AND LOCATION MAY VARY.
THIS SYSTEM DESIGNED TO THE STATE SANITARY CODE TITLE -5.
WHEREAS THE DESIGNER CANNOT GUARANTEE THE INSTALLATION OR
USE OF THIS SYSTEM, THE DESIGNER CANNOT OUARIYTEE AGAIIIST
FAILURE OF THE SYSTEM.
g' ALL WORK TO BE DONE IN ACCORDANCE WITS THE STATE SANITARY
CODE TITLE -5
EXISTING ARD PROPOSED LHACHING PIT MAN -ROLE COVERS TO SE
RAISED TO WITHIN 9•-12. OF FINISHED GRADE. WHIM TILES TO
USED. REPAIR
R.S. ROPOSED INDIVIDUAL SUBSOIIFACB SEWAGE DISPOSAL 9Y,. -
REPAIR 13 BAYHHRRY Lux -aim"---
o�[.Ai.cts rOXI DAVID LAiSON — 13 BAY
!v 3tl 01 c'... (TINEHAM WOODS)
�� Ta4ofHY' BY, TIMOTHY E. MAGINNIE RE
70 MONTAGUE ROM, WEST
NOTE •�
W
txf En
d
txj Kyr
9dH[TJ�
t4
z H
b
;dH�
ba
0
EAO
z
t,
O
•. O O I r l f � � � ro �-J � J
O Im b
O
r� O ro
Q Oo
c� O
y O
�* O9 `"
v Q OL 1
/•a �O °°N• O,°ILn
i O
ID
IDm
L:–
00b0O
r
. H
rs�
•SSf
Ln
En
10
cl
p o o rE
C 4 O e 6L W.-
N 1 G JS I \ �•{j
, 9 I Y C. Q � � I � • YcF I
• M ` d J 1 � _ �C � yee�Y
W
CL
u
-64
I i• o
o
R lltf i �r�I o� ?by ro
� 1{ :[till ii ti
,H
W€ ro