HomeMy WebLinkAboutEngineered Plans - 2015T13M = EL. 1 1.4
13ULKHEAD FOUND.
1 10.00
0.26 ACRE5
pJVEWAY
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EXIST. 1,000G
SEPTIC TANK EX15T. 1,000G
I LEACH PIT
SOUTH YARMOUTH
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PROPOSED CONTOUR
®
PROPOSED SPOT GRADE
--98--
EXISTING CONTOUR
+ 96.52
EXISTING SPOT GRADE
W—
EXISTING WATER SERVICE
TEST PIT
SCALE: 1"=20'
SOUTH YARMOUTH
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Yarmouth Heakh
1 1.2
LOCUS MAP -
I. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
r - -
LOCUS INFORMATION
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
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CONSTRUCTION.
=tJI 'I n ni5
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LOCAL RULES AND REGULATIONS,
TITLE REF: 18437/322
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-231
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PARCEL ID: MAP 67 PAR. 133
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DESIGN ENGINEER.
AND IS NOT TO BE CONSIDERED A PROPERTY UNE SURVEY
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
13. NO PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING
FROM THOSE MOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
14 ALL PIPE TO BE 4' SCH 40 ®1/8'/FT (UNLESS SPEC. OTHERWISE)
°
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
SEPTIC SYSTEM
N
FOR THE USE OF A GARBAGE GRI DER
20
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING
I. . _
REPAIR PLAN
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113
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LOCATED AT:
14 CAPT. WRIGHT RD.
SO. YARMOUTH, MA
511E
PREPAREDFOR
JOSEPH M. FINN
I.8
' 11.5
Yarmouth Heakh
JULY 9, 2015
�*- OF
Nod 1140
MEYER & SONS INC.
P.O. Box 981
E. SANDWICH, MA 02537
PH. (508)360-3311
fax (774)413-9468
meyerandsonstitle5@gmail.com
SHEET 1 OF 2
697
GENERAL NOTES:
I. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
9. R SHAD. BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
BOARD OF HEALTH AND THE DESIGN ENGINEER.
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
CONSTRUCTION.
OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS,
10. EXISTING LEACHING TO BE CRUSHED, PUMPED AND REMOVED.
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3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
48 HOUR NOTICE FOR ENGINEER CERTIFICATION
A 'A
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
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DESIGN ENGINEER.
AND IS NOT TO BE CONSIDERED A PROPERTY UNE SURVEY
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
13. NO PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING
FROM THOSE MOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
14 ALL PIPE TO BE 4' SCH 40 ®1/8'/FT (UNLESS SPEC. OTHERWISE)
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
N
FOR THE USE OF A GARBAGE GRI DER
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY MUNICIPAL WATER
S. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
JULY 9, 2015
�*- OF
Nod 1140
MEYER & SONS INC.
P.O. Box 981
E. SANDWICH, MA 02537
PH. (508)360-3311
fax (774)413-9468
meyerandsonstitle5@gmail.com
SHEET 1 OF 2
697
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:9.29
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
SEPTIC TANK
PROPOSED D -BOX PROPOSED S.A.S.
T.O.F. EL. 12.40 INSTALL RISERS & COVERS OVER INLET &
OUTLET AND SET TO 6" OF FINISH GRADE
INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER
'o OF ho
SET TO 6" OF GRADE ONE CHAMBER (MIN.) AND SET TO 3" OF F.G.
» F.G. EL.=11.8± F.G. EL.=11.81
F.G. EL: 11.50± F.G. EL: 11.50
DARRE ys
a
o
"
-+
No. 1140
9" MIN COVER/
_
36" MAX COVER L = 10'
0 S=1% (MIN.) EL. 11.0 ® S=1% (MIN.)
L = 10'(MAX) INSTALL TWO INSPECTION PORTS (MIN.)
0 S=1% (MIN.)
G/$j
4"SCH40 PVC PVC
4"SCH40 PVC
rANITAR�P�
r.4"SCH40
»
14»
s 3.3" TO
INV.= .57 48" LIQUID INV.=9.32
INVERT
LEWL
GAS BAFFLE
PROPOSED INV.=9.00
D -BOX 4 ROWS OF 6 UNITS AT 4.0'/UNIT = 24.0'/ROW
INV.=9.20
��_-� INV.= 8.90 SOIL ABSORPTION SYSTEM (PROFILE)
EXIST. 1.000 GALLON SEPTIC TANK
- 48"
RESTORE VEGETATIVE COVER
EXIST. OUTLET
BACKFILL WITH CLEAN PERC SAND
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TO TOP OF CHAMBERS
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
BREAKOUT=TOP ELEV.=9.29
34"
PIPE INVERTS PRIOR TO CONSTRUCTION
2) D -BOX SHALL BE SET LEVEL AND TRUE TO
INV. ELEV.= 8.90in
BOTTOM ELEV.= 8.62 EXISTING SUITABLE
GRADE ON A MECHANICALLY COMPACTED SIX
2.83' MATERIAL
INCH CRUSHED STONE BASE, AS SPECIFIED IN
5' MIN. ABOVE BOTTOM OF
310 CMR 15.221(2)
T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH = 4 x 2.83' = 11.32'
3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK
(7.22' PROVIDED) USE 4 ROWS OF 6 INFILTRATOR QUICK 4 PLUS
PROFILE
WITH 1500 GALLON SEPTIC TANK IF FAILED,
BOTTOM OF TESTHOLE EL.=1.40 STD LP (3.3" INVERT) UNITS -NO STONE
DAMAGED, OR UNDERSIZED. BOTTOM
OF UNSUITABLE MATERIAL EL.=4.5
PROVIDED)
„
4) INSTALL INLET & OUTLET TEES W/
(4.12'
48
GAS BAFFLE AS REQUIRED SEPTIC SYSTEM PROFILE
TYPICAL SECTION
8„
N.T.S. N.T.S
3.3
DESIGN CRITERIA
SOIL LOG
SECTION
END CAP
NUMBER OF BEDROOMS: 3 BEDROOM DESIGN
DATE: MAY 20, 2015
SOIL TEXTURAL CLASS: CLASS I
SOIL EVALUATOR: DARREN M. MEYER, R.S.,
INFILTRATOR QUICK 4
PLUS STD LP X3.3" INVERT) UNITS
DESIGN PERCOLATION RATE: <2 MIN/IN
WITNESS: AMY VONHONE, YARMOUTH
DAILY FLOW: 330 G.P.D.
Elev. TP -1 Depth
DESIGN FLOW: 330 G.P.D.
11.50 0"
GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER)
ALODA� �D
MODEL QUICK4 LP
PROPOSED SEPTIC TANK: 330gpd x 2009 = 660 gpd (USE EXIST 1,000G
TANK)
10 83 B 8'
LENGTH 48
NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT
TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
LOAMY SAND
EFFECTIVE LENGTH 48"
LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F.
10YR 6/4
DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
9.00 30"
SIDE WALL HEIGHT 3.3"
DISTRIBUTION BOX: (3 OUTLETS (MINIMUM))
C1 MEDIUM
OVERALL HEIGHT 8"
PRIMARY S.A.S.
2SAND
.SY 6/4
OVERALL WIDTH 34"
USE 4 ROWS OF 6 - INFILTRATOR QUICK 4 STD LP (3.3" INVERT)
4.50 84"
CLOAMY
UNITS WITH NO STONE
FINE SAND
10YR 6/6 108"
2.50
CAPACITY
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER)
C3 MEDIUMSANDPROPOSED
SEPTIC SYSTEM/SITE PLAN
(CHAMBER UNITS) 24 UNITS x 4.00 LF x 4.73 SF/LF = 454.08 SF
2.5Y s/s
1.So 120'
14 CAPTAIN WRIGHT
RD, SOUTH YARMOUTH, MA
TOTAL AREA = 454.08 SF
DESIGN FLOW PROVIDED: 0.74GPD/SF(454.08SF) = 336 GPD > 330 GPD req'd
PERC RATE <2 MIN/IN. (-Cl- HORIZON)
Prepared
for: Finn
Design and Site Plan by:
SCALE
DRAWN
NO GROUNDWATER OBSERVED
MEYER &SONS, INC.
NTS
D.M.M.
f I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017
PO BOX 981
DATE:
CHECKED
SHEET NO.
to conduct soil evaluations and that the above analysis has been performed by me consistent with the
EAST SANDWICH, MA 02537
requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Eval. Exam in October, 1999.
508-3522922
07/09/15
D.M.M.
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