HomeMy WebLinkAboutEngineered Plan - Rev. 2001�; ,
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TEST HOLE LOG
DATE: FEBRUARY 23, 1999
IL EVALUATOR: D. MASON .
WITNESS: C. STEIFEL
PERC RATE: <2 MIN/IN
40.0
I 39.7
1
38.5
STREET
ORGANIC
A - SILT LOAM
10YR3/2
Bw - LOAMY SAND
10YR6/4
Cl - COARSE
MEDIUM SAND
10YR5/6
C2 - MED. SAND
10YR6/6
0" 40.0 0"
A - SILT LOAM
4" 39.5 10YR4/3 6"
18" Bw - LOAMY SAND
38.4 10YR5/6 191,
32"
35.7
90"
52"
1 AA"
JNO WATER ENCOUNTERED
I 0�, DESIGN DATA
DAILY FLOW: (3) BDRMS. x 110 GPD = 330 GPD
SEPTIC TANK: 330 GPD x 200% = 660 GPD
v USE: 1500 GALLON PRECAST SEPTIC TANK
LEACHING FACILITY:
USE: (3) 500 GALLON PRECAST DRYWELLS LINED
w/4' OF DOUBLE WASHED STONE
I CAPACITY:
I , SIDEWALL: 76 x 2 x 0.74 = 112.5
BOTTOM: 13 x 25 x 0.74 = 240.5
TOTAL: 353.0 GPD
CPO
NOTES:
1. ALL PIPE TO BE 4" DIA. SCH 40 PVC.
2. PIPE TO BE LAID LEVEL FOR 2' OUT OF DISTRIBUTION
BOX.
3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN
6" OF FINISH GRADE.
4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A
GARBAGE DISPOSAL.
5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED
ON A 6" LAYER OF STONE.
A _ TNATAT.T. (SAS }aAFFT.E TN OUTLET TEE .
.1//5
2" LAYER OF 3/8" PEASTONE OVER
44"-141' DOUBLE MASHED STONE
ALL AROUND
3� Sa
SEPTIC SYSTEM PROFILE
SITE -- SEWAGE PLAN
FOR
20 EDDY ST., WEST YARMOUTH, MA
LOT 7 - PLAN BOOK 139 PAGE 97
PREPARED FOR
TOM POWERS
DATE: MAY 9, 2001 SCALE: 1" = 30'
WELLER & ASSOCIATES
1645 FALMOUTH RD. - SUITE 4C P.O. BOX 417
CENTERVILLE, MA 02632
TEL: (508)775-0735 FAX: (508)775-0754
3
f 3% 7c
3S. o0
GENERAL NOTES
1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
OF ALL UTILITIES, ABOVE AND UNDERGROUND, PRIOR
TO ANY EXCAVATION OR CONSTRUCTION.
2. SEPTIC SYSTEM TO BE INSTALLED IN COMPLIANCE WITH
310 CMR 15. 00: TITLE V.
3. THIS PIAN IS NOT TO BE USED FOR PROPERTY LINE
DETERMINATION.
4. ALL DISTURBED AREAS TO LOAMBD AND SEEDED.
5. CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ANY
REQUIRED INSPECTIONS.
APPROVED BY: ��
OQ
Il'
O
O
Ing �., �� � ��•'
STREET
ORGANIC
A - SILT LOAM
10YR3/2
Bw - LOAMY SAND
10YR6/4
Cl - COARSE
MEDIUM SAND
10YR5/6
C2 - MED. SAND
10YR6/6
0" 40.0 0"
A - SILT LOAM
4" 39.5 10YR4/3 6"
18" Bw - LOAMY SAND
38.4 10YR5/6 191,
32"
35.7
90"
52"
1 AA"
JNO WATER ENCOUNTERED
I 0�, DESIGN DATA
DAILY FLOW: (3) BDRMS. x 110 GPD = 330 GPD
SEPTIC TANK: 330 GPD x 200% = 660 GPD
v USE: 1500 GALLON PRECAST SEPTIC TANK
LEACHING FACILITY:
USE: (3) 500 GALLON PRECAST DRYWELLS LINED
w/4' OF DOUBLE WASHED STONE
I CAPACITY:
I , SIDEWALL: 76 x 2 x 0.74 = 112.5
BOTTOM: 13 x 25 x 0.74 = 240.5
TOTAL: 353.0 GPD
CPO
NOTES:
1. ALL PIPE TO BE 4" DIA. SCH 40 PVC.
2. PIPE TO BE LAID LEVEL FOR 2' OUT OF DISTRIBUTION
BOX.
3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN
6" OF FINISH GRADE.
4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A
GARBAGE DISPOSAL.
5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED
ON A 6" LAYER OF STONE.
A _ TNATAT.T. (SAS }aAFFT.E TN OUTLET TEE .
.1//5
2" LAYER OF 3/8" PEASTONE OVER
44"-141' DOUBLE MASHED STONE
ALL AROUND
3� Sa
SEPTIC SYSTEM PROFILE
SITE -- SEWAGE PLAN
FOR
20 EDDY ST., WEST YARMOUTH, MA
LOT 7 - PLAN BOOK 139 PAGE 97
PREPARED FOR
TOM POWERS
DATE: MAY 9, 2001 SCALE: 1" = 30'
WELLER & ASSOCIATES
1645 FALMOUTH RD. - SUITE 4C P.O. BOX 417
CENTERVILLE, MA 02632
TEL: (508)775-0735 FAX: (508)775-0754
3
f 3% 7c
3S. o0
GENERAL NOTES
1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
OF ALL UTILITIES, ABOVE AND UNDERGROUND, PRIOR
TO ANY EXCAVATION OR CONSTRUCTION.
2. SEPTIC SYSTEM TO BE INSTALLED IN COMPLIANCE WITH
310 CMR 15. 00: TITLE V.
3. THIS PIAN IS NOT TO BE USED FOR PROPERTY LINE
DETERMINATION.
4. ALL DISTURBED AREAS TO LOAMBD AND SEEDED.
5. CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ANY
REQUIRED INSPECTIONS.
APPROVED BY: ��