HomeMy WebLinkAboutEngineered Plan - 200011
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TEST HOLE LOG
DATE: APRIL 20, 2000
SOIL EVALUATOR: DAVID B. MASON, CSE
PERC RATE: 5 MIN. / IN.
ORGANIC
A =LOAMY SAND
10YRM2
11M=LOAMY SAND
10YR6/8
C=MEDIITM SAND
10YR6/6
51.5
32" ps>yc
54
132" 52,t>
ORGANIC
A= LOAMY SAND
10YR3/l
B �r— LOAMY SAND
10YR6/8
Cl = LOAMY SAND
10YR5/6
C2 = FINE MEDIUM
SAND
10YR6/6
NO WATER ENCOUNTERED
DESIGN DATA
o"
4"
13"
4s"
—411"
108"
138"
DAILY FLOW: (4) BDRMS.. x 110 GPD =440 GPD
SEPTIC TANK: 440 GPD x 200% X80 GPD
USE: 1500 GALLON PRECAST SEPTIC TANK
LEACHING FACILITY:
USE: (3) 500 GAL. PRECAST DRYWELLS w/4'
OF DOUBLE WASHED STONE ALL AROUND
CAPACITY:
SIDEWALL: 93 x 2 x 0.74 =137.6
BOTTOM: 13 x 33.5 x 0.74 = 322.3
TOTAL: 459.9 GPD
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J U N 1 4 2000
HEALTH U
1. ALL PIPE TO BE 4" DIA. SCII 40 PVC.
2. PIPE TO BE LAID LEVEL FOR 2' OUT OF DISTRIBUTION
BON.
3. RAISE ALL APPLICABLE MANIIOLE COVERSTO WITHIN
6" OF FINISH GRADE.
4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A
GARBAGE DISPOSAL.
5. SEPTIC TANK AND DISTRIBUTION BOR TO BE INSTALLED
ON A 6" LAYER OF STONE. z" LAYER OF 3/8" PEASTONE OVER
6. INSTALL GAS BAFFLE IN OUTLET TEE. ST
- 11/2" DOUBLE WASHEDTONE ALL AROUND
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SEPTIC SYSTEM PROFILE
SITE SEWAGE PLAN
FOR
50 LONGFELLOW DR.. YARMOUTH, MA.
LOT 41 - PLAN BOOK 203 PAGE 111
PREPARED FOR
SEMINARA CONSTRUCTION CORP.
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DATE: APRIL 26, 2000 SCALE: I"= 30'
:(508)
LER & ASSOCIATES
1645 FALOAD - SUITE 4C CENTERVILLE, MA. 02632
TE5-0735 FAX: (508) 775-0754
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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 PLAN IS NOT TO BE USED FOR PROPERTY LINE
DETERMINATION.
4. ALL DISTURBED AREAS TO LOAMED AND SEEDED.
5. CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ANY
REQUIRED INSPECTIONS. ......
� 1N OF MAs�q
O� DANIEL 1. Cy
IRAMAN GN
C Cl IL
V — No.3 ~ /L
APPROVED BY: