HomeMy WebLinkAbout7 Silver Leaf Lane - Site & Sewage Plan 3Tz3.c,
T.O.F. 57�
EL. 2z. �
NOTE: EXTEND COVERS OF
SEPTIC TANK TO WITHIN
G" OF FINISH GRADE
/-- 4" 5CH 40 PVC PIPE
PIPE TO BE LAID LEVEL
FOR 2' OUT OF DISTRIBUTION
Box
I 10. 18
G2IN5TALL GA5 BAFFLE
IN OUTLET TEE /%3Z
/Soo GALLON PRECAST 6" STONE BASE
SEPTIC TANK
_ P2aPos�o ZZ,S
7/ e
4�1
oo,�,
1- l cj-cs-1
/",
2" LAYER OF 3/8" PEA5TONE
OVER 3/4" - 1 1/2' DOUBLE
WA5HED 5TONE ALL AROUND ,� '
i�rlhlw
hsr ,-fnr
a,«Id,,p
/70
5
Ss.
SEPTIC 5y"SITEM PROFILE
-E'1'/sTiNIZ O�cJEGG-�G�
Cra ts�,.cF,yo��.o�
1
\ 8s
/�oTEy dc�
TOP e EL. /,7, 7
BOTTOM e EL. 15',o
Ya;mcath Fie^@tts ETc;^^r_,..;,�_
FILE=s
TEST HOLE LOG
DATE-
TEST BY:i`1 oGorx s�ci.5i Cs�
VATNE55
PERC RATE: _� Z �i �/�/.✓
p Y TEST HOLE # I ..r TFST HnI F d 9
LZo
C>
ZS"
0
DESIGN DATA
DAILY FLOW: (y) BEDROOMS x I 10 GPD = 4170- GPD
.SEPTIC TANK: �!5/o GPD x 200% _ 6Sa GPD
GNL!_ON pRFCA.S'- SFPT!C TANK
DISTRIBUTION BOX:
USE: DB -3
SOIL ABSORPTION SYSTEM:
USE: i�Z%t_ Soot. p,��W4r_GcS�
� Gtr SZio A.r �'
CAPACITY:
SIDEWALLAREA:-93'a'Z'Xo.731/= /3jc�,
BOTTOM AREA.—
GENERAL
REA:=
GENERAL NOTES
1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
OF ALL UTILITIES, ABOVE * UNDERGROUND, PRIOR TO
ANY EXCAVATION OR CONSTRUCTION.
2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE
WITH 31 O CMR 15.00: TITLE V.
3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE
DETERMINATION.
4. ALL DISTURBED AREAS ARE TO BE LOAMED * SEEDED.
5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY
REQUIRED INSPECTIONS'.
G.
THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A
GARBAGE DISPOSAL.
FILE GOP'
SITE --- SEWAGE PLAN
N
CLIENT: __ytcro2
N
DATE:
DRAWN BY:
JOB NUMBER: r��y
REVISION:
SHEET`NUMBER:
WELLER *- ASSOCIATES
1645 FALMOUTH RD., SUITE 4C • P.O. BOX 4 17 CENTERVILLE, MA 02632
2 WINDY WAY, #232 NANTUCKET, MA 02554
U
EMAIL: trlswel[ere comcast.net
PROFESSIONAL ENGINEERS � LAND SURVEYORS
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Tz3.c,
T.O.F. 57�
EL. 2z. �
NOTE: EXTEND COVERS OF
SEPTIC TANK TO WITHIN
G" OF FINISH GRADE
/-- 4" 5CH 40 PVC PIPE
PIPE TO BE LAID LEVEL
FOR 2' OUT OF DISTRIBUTION
Box
I 10. 18
G2IN5TALL GA5 BAFFLE
IN OUTLET TEE /%3Z
/Soo GALLON PRECAST 6" STONE BASE
SEPTIC TANK
_ P2aPos�o ZZ,S
7/ e
4�1
oo,�,
1- l cj-cs-1
/",
2" LAYER OF 3/8" PEA5TONE
OVER 3/4" - 1 1/2' DOUBLE
WA5HED 5TONE ALL AROUND ,� '
i�rlhlw
hsr ,-fnr
a,«Id,,p
/70
5
Ss.
SEPTIC 5y"SITEM PROFILE
-E'1'/sTiNIZ O�cJEGG-�G�
Cra ts�,.cF,yo��.o�
1
\ 8s
/�oTEy dc�
TOP e EL. /,7, 7
BOTTOM e EL. 15',o
Ya;mcath Fie^@tts ETc;^^r_,..;,�_
FILE=s
TEST HOLE LOG
DATE-
TEST BY:i`1 oGorx s�ci.5i Cs�
VATNE55
PERC RATE: _� Z �i �/�/.✓
p Y TEST HOLE # I ..r TFST HnI F d 9
LZo
C>
ZS"
0
DESIGN DATA
DAILY FLOW: (y) BEDROOMS x I 10 GPD = 4170- GPD
.SEPTIC TANK: �!5/o GPD x 200% _ 6Sa GPD
GNL!_ON pRFCA.S'- SFPT!C TANK
DISTRIBUTION BOX:
USE: DB -3
SOIL ABSORPTION SYSTEM:
USE: i�Z%t_ Soot. p,��W4r_GcS�
� Gtr SZio A.r �'
CAPACITY:
SIDEWALLAREA:-93'a'Z'Xo.731/= /3jc�,
BOTTOM AREA.—
GENERAL
REA:=
GENERAL NOTES
1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
OF ALL UTILITIES, ABOVE * UNDERGROUND, PRIOR TO
ANY EXCAVATION OR CONSTRUCTION.
2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE
WITH 31 O CMR 15.00: TITLE V.
3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE
DETERMINATION.
4. ALL DISTURBED AREAS ARE TO BE LOAMED * SEEDED.
5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY
REQUIRED INSPECTIONS'.
G.
THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A
GARBAGE DISPOSAL.
FILE GOP'
SITE --- SEWAGE PLAN
LOCATION: _?
CLIENT: __ytcro2
SCALE,
DATE:
DRAWN BY:
JOB NUMBER: r��y
REVISION:
SHEET`NUMBER:
WELLER *- ASSOCIATES
1645 FALMOUTH RD., SUITE 4C • P.O. BOX 4 17 CENTERVILLE, MA 02632
2 WINDY WAY, #232 NANTUCKET, MA 02554
TEL: (508) 775-0735 — FAX: (508) 775-0735
EMAIL: trlswel[ere comcast.net
PROFESSIONAL ENGINEERS � LAND SURVEYORS