HomeMy WebLinkAboutEngineered Plan - Rev. 2015BM®T.O.F104.01
102.4 F.G.
COVER TO WITHIN 6"
OF FINISHED GRADE
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312.821
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1000 GALLON H-10
EXISTING SEPTIC TANK
011
m
•
TH#1
TH#2
MIN. 2O'-0"
91
SEPTIC SYSTEM PROFILE
NOT TO SC ALE
PIPE TO B E
LEVEL
FOR 2' OUT OF
D -BOX
H=20
D -BOX
6" COMPACT STONE
OR COMPACTED B ASE
F.G. 102.82
2 INSPECTION PORTS
ON SAS TO GRADE .
100.3
2 - TRENCHES 31.25' X 34"
10 INFILTRATOR HI CAPACITY H2O
NO STONE .
104
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".
NAIL SETS
TEST HOLE LOG
DATE: 7/15/15
TEST BY: MIKE O'LOUGHLIN
TOP @ 99.82 WITNESS: AMY VON HONE
PERC RATE: < 2 MIN
TEST HOLE # 1
n" 102.41 EL
OTTOM @ 98.49
. o:
00
92.41 EL
BOTTOM OF
#1 & #2 TEST HOLE
m
1
.0,
Benchmark set
might cor, bulkhead
EIAO2.82 (,assumed)
- SURVEYED BY
TERRY ANN WARNER
r tk,QFJR .
BOTTOM OF PERK 42"
PRESOAK 15 MIN < 9"
TEST HOLE # 2
n" 102.41 EL
FILL
OF
2"
102.25 E
MARION
C1 FINE SAND
32"
2.5Y 7/2
99.75 El
LOAMY SAND
JULY 31, 2015
C2 2.5Y 5/3
7-31-15SP
36"
REVISION:
99,41 EL
C3 COARSE SAND
1 DRW BY KMJ
2.5Y 6/4
NO WATER
ENCOUNTERED
68
120"
92.41 E
BOTTOM OF PERK 42"
PRESOAK 15 MIN < 9"
TEST HOLE # 2
n" 102.41 EL
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 310 CMR 15.00: TITLE V.
3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE
DETERMINATION.
4. DESIGNER TO INSPECT & CERTIFY OVER -DIG,
REQUIRED BY PLAN, AND FINAL INSPECTION BEFORE BACKFILL.
5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY
REQUIRED INSPECTIONS.
6. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A
GARBAGE DISPOSAL.
7. THE TOP OF ALL SYSTEM COMPONENTS SHALL BE MARKED
WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN
ORDER TO LOC ATE . THEM ONCE BURIED.
8. SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE
FOUND IN SOIL LOG CONTACT DESIGNER AND THE BOARD OF HEALTH.
9. AN OVERDIG IS REQUIRED IN BELOW PLAN OR IF UNSUITABLE
SOIL FOUND A+B LAYERS, CLEAN GRANULAR SAND MEETING
310CMR 15.255(3) SHOULD BE USED AS FILL MATERIAL, 5' AROUND
AND UNDER S.A.S.
10. ALL 4" PIPE CONNECTIONS AT SEPTIC TANK AND D -BOX SHALL
BE MORTARED IN PLACE.__IF -USING -18' PLASTIC RISER PIPES; -
THESE TOO SHALL BE MORTARED IN PLACE.
DESIGN DATA
DAILY FLOW 2 BEDROOMS WITH DEED
RESTRICTION WATER RECHARGE AREA
MIN DESIGN: 330 GPD X 2 = 660 GPD
USE: EXISTING 1000 GALLON H-10 SEPTIC TANK
DISTRIBUTION BOX USE: DB -6 H-20
SAS USE: 10 INFILTRATOR HI CAPACITY H2O. UNITS
330/.74 = 445.95 445.95/7.79 SF/LF = 57.21 L.F.
57.21'/6.25' = 9.15 UNITS
10 UNITS USED X 6.25' = 62.5' X 7.79' X .74 = 360.29 GPD
NOTE
1. PUMPOUT AND FILL IN LEACHING PIT
VARIANCE REQUEST
NONE REQUESTED
Yarmouth Health Department
AFP VED
acne _ Date
HEALTH AGENT APPROVAL DATE
SEWAGE PLAN ENGINEER:
STEPHEN HAAS
LOCATION: 68 C ONSTANC E AVE
PREPARED FOR:
FILL
OF
102.25 EI
MARION
C1 FINE SAND
32"
2.5Y 7/2
99.75 El
LOAMY SAND
JULY 31, 2015
C2 2.5Y 5/3
7-31-15SP
36"
REVISION:
99,41 EL
C3 COARSE SAND
1 DRW BY KMJ
2.5Y 6/4
NO WATER
ENCOUNTERED
68
120"
92.41 E
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 310 CMR 15.00: TITLE V.
3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE
DETERMINATION.
4. DESIGNER TO INSPECT & CERTIFY OVER -DIG,
REQUIRED BY PLAN, AND FINAL INSPECTION BEFORE BACKFILL.
5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY
REQUIRED INSPECTIONS.
6. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A
GARBAGE DISPOSAL.
7. THE TOP OF ALL SYSTEM COMPONENTS SHALL BE MARKED
WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN
ORDER TO LOC ATE . THEM ONCE BURIED.
8. SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE
FOUND IN SOIL LOG CONTACT DESIGNER AND THE BOARD OF HEALTH.
9. AN OVERDIG IS REQUIRED IN BELOW PLAN OR IF UNSUITABLE
SOIL FOUND A+B LAYERS, CLEAN GRANULAR SAND MEETING
310CMR 15.255(3) SHOULD BE USED AS FILL MATERIAL, 5' AROUND
AND UNDER S.A.S.
10. ALL 4" PIPE CONNECTIONS AT SEPTIC TANK AND D -BOX SHALL
BE MORTARED IN PLACE.__IF -USING -18' PLASTIC RISER PIPES; -
THESE TOO SHALL BE MORTARED IN PLACE.
DESIGN DATA
DAILY FLOW 2 BEDROOMS WITH DEED
RESTRICTION WATER RECHARGE AREA
MIN DESIGN: 330 GPD X 2 = 660 GPD
USE: EXISTING 1000 GALLON H-10 SEPTIC TANK
DISTRIBUTION BOX USE: DB -6 H-20
SAS USE: 10 INFILTRATOR HI CAPACITY H2O. UNITS
330/.74 = 445.95 445.95/7.79 SF/LF = 57.21 L.F.
57.21'/6.25' = 9.15 UNITS
10 UNITS USED X 6.25' = 62.5' X 7.79' X .74 = 360.29 GPD
NOTE
1. PUMPOUT AND FILL IN LEACHING PIT
VARIANCE REQUEST
NONE REQUESTED
Yarmouth Health Department
AFP VED
acne _ Date
HEALTH AGENT APPROVAL DATE
SEWAGE PLAN ENGINEER:
STEPHEN HAAS
LOCATION: 68 C ONSTANC E AVE
PREPARED FOR:
ESTATE
OF
MARION
SMITH
w'
SCALE: 1" =
10'
DATE:
JULY 31, 2015
JOB NUMBER:
7-31-15SP
REVISION:
AUG 14, 2015
SHEET NUMBER:
1 DRW BY KMJ
MAP: 86
PARCEL:
68
J. O'LOUGHLIN INC.
714 MAIN STREET, YARMOUTH PORT, MA 02675
(508) 362-4942 DRAWN B Y:
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