HomeMy WebLinkAbout32 Thomas Path - Site & Sewage Plan 2�} N
�3 �, XlZ�OcvS
IV
LOOATION MAP
FRo� i LE
EL.= Zo, o
TOP FOUNDATION
EL.= /9..3
l8 0.
NOT TO SOALE
COVERS TO WITHIN
6"' OF FINISHED GRADE.
IN OUTLET TEE
1:5o o GALLON
SEPTIC TANK
6•' STONE f?A5E
Qy 24.7 Ip �• �zoo�\ �Z
Q ,
�0�
I
2
1 �
FIRST PIPE LENGTH
TO 13E SET LEVEL
FOR MIN. V /
/2•, o o
0 SEPARATION
Lfi�4SMBA �
" 2, c,
2" LAYER OF 3/5" PEASTONE
OVER 3/4" - I I/2•• DOUBLE
WASHED STONE
FINISH GRADE
FI - 70_ o
Top @ EL. 12.7
j ,OiTOM O EL/570c,
A�"ZH OF fAgSS
c
DANIEL
BRAMAN
CIVIL °s
No.32686C
G
cSS�ONAL
TEST hOLE LOO
DATE: -/- 6- - c:>S
TEST 13Y: /-/. o 'Govey�iv ��
WITNESS: a,
PERC RATE: --:Z•
b" Ap G :5,
Z°' y
/ov/L jg
37" /9.3
G. S.
Z. Sy A�3
Y
�o l<lfJ7E/2 C�/cou�TceEa
DE510N DATA
DAILY FLOW: (`/)13EDROOM5 x110 GPD = yyo GPD
SEPTI(, TANK: 5'/o GPD x200% --"o GPD
USE: h5oaOALLON PRECAST SEPT I G TAN K
LEACH NG�A61LITY:USE�3XB.S 7-'I-+- Sooc,, tleywelcs
CAPACITY:
3.5' oN d�.,as,
SIDEWALL: "x O, 7
BOTTOM: /3',x32.S;ro,7 y, 3�Z. �
TOTAL: _ 415'2,3
OENERAL NOTES
I CONTRACTOR TO f5E RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES,
ABOVE AND UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION.
2. SEPTIC SYSTEM TO BE I NSTALLED IN GOMPLI ANCE W ITH 310 GMR 1500: TIFLE V
3. THIS PLAN IS NOT TO DE USED FOR PROPERTY LINE DETERMINATION
4. ALL DI STURI3ED AREAS TO BE LOAMED AND SEEDED
5. CONTRACTOR TO PROVIDE 45 HOUR NOTICE FOR ANY REi?UIREP INSPECTIONS.
6. EXISTING CESSPOOLS TO BE PUMPED DRY AND FILLED WITH SAND.
7. SEPTIC SYSTEM IS NOT DESIGNED FOR C>AR15AGE DISPOSAL.
�5 1 TE �5EWAaF PLAN
LOCATION; TZ
PREPARED FOR:__/vl i42/� r �licyc� c E ,BL A z
SCALE: DRAWN 13Y:
JOB NLNff-R: SHEET:
-- aI-/3/ REVISED: SP -I
WELLER & A660G I ATEA a
I645 FALMOUTH RD - SUITE 40 CENTERVILLE, MA OWIZ
TEL.: (505) 715--0735 FAX: (508) 715-4754
PROFESSIONAL ENGINEERS & LAND SURVEYORS
Nlzn
I�
d
M
17
4'S
FRo� i LE
EL.= Zo, o
TOP FOUNDATION
EL.= /9..3
l8 0.
NOT TO SOALE
COVERS TO WITHIN
6"' OF FINISHED GRADE.
IN OUTLET TEE
1:5o o GALLON
SEPTIC TANK
6•' STONE f?A5E
Qy 24.7 Ip �• �zoo�\ �Z
Q ,
�0�
I
2
1 �
FIRST PIPE LENGTH
TO 13E SET LEVEL
FOR MIN. V /
/2•, o o
0 SEPARATION
Lfi�4SMBA �
" 2, c,
2" LAYER OF 3/5" PEASTONE
OVER 3/4" - I I/2•• DOUBLE
WASHED STONE
FINISH GRADE
FI - 70_ o
Top @ EL. 12.7
j ,OiTOM O EL/570c,
A�"ZH OF fAgSS
c
DANIEL
BRAMAN
CIVIL °s
No.32686C
G
cSS�ONAL
TEST hOLE LOO
DATE: -/- 6- - c:>S
TEST 13Y: /-/. o 'Govey�iv ��
WITNESS: a,
PERC RATE: --:Z•
b" Ap G :5,
Z°' y
/ov/L jg
37" /9.3
G. S.
Z. Sy A�3
Y
�o l<lfJ7E/2 C�/cou�TceEa
DE510N DATA
DAILY FLOW: (`/)13EDROOM5 x110 GPD = yyo GPD
SEPTI(, TANK: 5'/o GPD x200% --"o GPD
USE: h5oaOALLON PRECAST SEPT I G TAN K
LEACH NG�A61LITY:USE�3XB.S 7-'I-+- Sooc,, tleywelcs
CAPACITY:
3.5' oN d�.,as,
SIDEWALL: "x O, 7
BOTTOM: /3',x32.S;ro,7 y, 3�Z. �
TOTAL: _ 415'2,3
OENERAL NOTES
I CONTRACTOR TO f5E RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES,
ABOVE AND UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION.
2. SEPTIC SYSTEM TO BE I NSTALLED IN GOMPLI ANCE W ITH 310 GMR 1500: TIFLE V
3. THIS PLAN IS NOT TO DE USED FOR PROPERTY LINE DETERMINATION
4. ALL DI STURI3ED AREAS TO BE LOAMED AND SEEDED
5. CONTRACTOR TO PROVIDE 45 HOUR NOTICE FOR ANY REi?UIREP INSPECTIONS.
6. EXISTING CESSPOOLS TO BE PUMPED DRY AND FILLED WITH SAND.
7. SEPTIC SYSTEM IS NOT DESIGNED FOR C>AR15AGE DISPOSAL.
�5 1 TE �5EWAaF PLAN
LOCATION; TZ
PREPARED FOR:__/vl i42/� r �licyc� c E ,BL A z
SCALE: DRAWN 13Y:
JOB NLNff-R: SHEET:
-- aI-/3/ REVISED: SP -I
WELLER & A660G I ATEA a
I645 FALMOUTH RD - SUITE 40 CENTERVILLE, MA OWIZ
TEL.: (505) 715--0735 FAX: (508) 715-4754
PROFESSIONAL ENGINEERS & LAND SURVEYORS