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,= _-' -
PROPOSED CONTOUR
AUG 2 4 20®
11+
PROPOSED SPOT GRADE
T13M = EL. 1 I .7 (NAVD88)
98 --
EXISTING CONTOUR
I/ TOP OF LANDING
HEALTH DE
96.52
EXISTING SPOT GRADE
—W—
EXISTING WATER SERVICE
125.68'
is
TEST PIT
PROP. 5FT. I /
9.6
SOIL REMOVAL ;�---
rV
9. �co
Q �
11. p'?
VI/
EI-iST sFR� '�
�qc �cF
i y
9.8 9 I C
/ 9.4 \
9.3 �\ 10.5
1�---,—�� 8.7
LOT 13
AREA = 24829 sf+—
7. 1 \
&
5.2
9
SCALE 1"=30'
Permit valid for REPAIR Of SE►IIc S\"I!Nl
'f1NLV, due to State .Htd Lu,al septic rAt,:ui. cs.
Board of health review sad approval ,,-quirrd .nr
any future additionhenm ,Iions,.,i: ration, to
sewage facilitiesandlerstracm.es/dwc ..X.
Varmoul6Heahl, Departmeot
APPROVFI)
Name I hale
GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON NAVD DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
B. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
ONSTRUCTION.
0. EXISTING LEACHING TO BE CRUSHED, PUMPED AND REMOVED.
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY
t NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING
!4. ALL PIPE TO BE 4" SCH 40 O 1/8-/FT (UNLESS SPEC. OTHERWISE)
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
FOR THE USE OF A GARBAGE GRINDER
r. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING
,, 7. REMOVE UNSUITABLE SOILS 5 FEET AROUND LEACHING TO EL 6.90
OR TOP OF C LAYER AND REPLACE WITH CLEAN MEDIUM SAND PER
TITLE 5.
WEST YARMOUTH
ROUTE 28
3/<f
:4,V.
LOCUS
65 HERITAGE DR. 4 %
4t R0,
LOCUS MAP
LOCUS INFORMATION
PLAN REF: 150/22
TITLE REF: D1069889
PARCEL ID: MAP 017 PAR. 026
FLOOD ZONE: AE "EL 11"
COMMUNITY PANEL: 25001CO588J DATED:07/16/14
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
65 HERITAGE DRIVE
WEST YARMOUTH, MA
PREPARED FOR
JOHN PERRONE
AUGUST 14, 2020
tN OF MASggch V OF
S RUMBA �N DARIN
o No t! //,No. 1140
t4
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
PH: (508)360-3311
FAX: (774)413-9468
meyerandsonstitle50gmail. com
www.meyerandsons.com
SHEET 1 OF 2
967
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS
FINISH GRADE SHALL NOT BE < EL:6.87
FOR A DISTANCE OF 15' AROUND THE
SEPTIC TANK PROPOSED
D-BOX
PERIMETER OF THE SAS.
PROPOSED S.A-S.
T.O.F. EL.=13.2 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER
t� OF yes
OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE ONE CHAMBER (MIN.) AND SET TO 3" OF F.G.
F.G. EL.=1 F.G. EL.=11.0t F.G. EL: 10.0f
F.G. EL: 9.BMAX.)
ARREN M.
1140
9' MIN COVER/
L - 25' 36' MAX COVER L - 22'
O S-IX (MIN.) EL 10.20 O S-1X (MIN.)
L - 10'(MA7O
O S-ix (MIN.)
INSTALL TWO INSPECTION PORTS (MIN.)
4'SCH40 PVC 4'SCH40 PVC
40SCH40 PVC
AUG 2 4 2020
fo 14
INV.=9.18 48' LIQUID INV.=8.93
3.3" TO
INVERT
HEALTH DEPT
���
Le1Et
� PRDOBOOXED
GAS
INV.=8.30
4 ROWS OF 8 UNITS AT 4.0'/UNIT a 32.0'/ROW
JELA& IW.=8.50 DB-5
INV.= 7.88
SOIL ABSORPTION SYSTEM (PROFILE)
PROP 1,500 GALLON SEPTIC TANK
48"
RESTORE VEGETATIVE COVER
EXIST. OUTLET
BACKFILL WITH CLEAN PERC SAND
TO TOP OF CHAMBERS
NOTES: BREAKOUT=TOP ELEV.=8.27
34"
1 CONTRACTOR SHALL VERIFY ALL EXISTING
INV. ELEV.= 7.88
PIPE INVERTS PRIOR TO CONSTRUCTION
2) D-BOX SHALL BE SET LEVEL AND TRUE TO /
BOTTOM ELEV.= 7.60
EXISTING SUITABLE
MATERIAL
GRADE ON A MECHANICALLY COMPACTED SIX t/
INCH CRUSHED STONE BASE, AS SPECIFIED IN T IN. ABOVE BOTTOM OF
EXCAVATION OR G.W.
2.83'
EFFECTIVE WIDTH 4 x 2.83' 11.32
, r r
310 CMR 15.221(2)
(5.27' PROVIDED)
USE 4 ROWS OF 8 INFILTRATOR QUICK 4 PLUS
PROFILE
3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK
GROUNDWATER EL.=2.37 =
STD LP (3.3" INVERT) UNITS -NO STONE
WITH 1500 GALLON SEPTIC TANK IF FAILED,
DAMAGED OR UNDERSIZED.
48
4) INSTALL INLET &OUTLET TEES W/ SEPTIC SYSTEM
PROFILE
l
GAS BAFFLE AS REQUIRED
TYPICAL SECTION
N.LS•
8„
SECTION I
END CAP
DESIGN CRITERIA **NO PROPOSED INCREASE IN FLOW**
SOIL LOG
7
NUMBER OF BEDROOMS: 4 BEDROOM DWELLING/4 BEDROOM DESIGN
DATE: JULY 21, 2020
SOIL TEXTURAL CLASS: CLASS I
SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE #1614
DESIGN PERCOLATION RATE: <2 MIN/IN
WITNESS: MALLORY LANGLER, YARMOUTH HEALTH
INFILTRATOR QUICK 4
PLUS STD LP (3.3" INVERT) UNITS
DAILY FLOW: 440 G.P.D.
DESIGN FLOW: 440 G.P.D.
D". TP-1 Depth
GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER)
9.50 o•
MODEL QUICK4 LP
PROPOSED SEPTIC TANK: 440gpd x 200% = 880 gpd (USE EXIST. 1,000G TANK)
10VR 4 1
LENGTH 48"
NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT
842 13•
EFFECTIVE LENGTH 48"
TO CHANGE WITHOUT NOTICE PRODUCT DETAIL MAY
LEACHING AREA REQUIRED: (440) = 594.59 S.F.
sum
m
DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
1`rnR /
3
SIDE WALL HEIGHT .3"
74
OVERALL HEIGHT 8"
DISTRIBUTION BOX: (4 OUTLETS (MINIMUM))
7'00 1 30"
OVERALL WIDTH 34"
PRIMARY S.A.S.
USE 4 ROWS OF 8 — INFILTRATOR QUICK 4 STD LP (3.3" INVERTi
ME a/SW
CAPACITY
PROPOSED SEPTIC SYSTEM SITE PLAN
.UNITS WITH NO STONE
-D.so 120"
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER)
(CHAMBER UNITS) 32 UNITS x 4.00 LF x 4.73 SF/LF = 605.44 SF
PERC RATE <2 MIN/IN. (-Cl- HORIZON)
65 HERITAGE DRIVE,
WEST YARMOUTH, MA
GROWW ATFR OBSOM AT 100' EL 1.17
Prepared for: John Perrone
TOTAL AREA = 605.44 SF
W°L MN-29 ZONE: A
DESIGN FLOW PROVIDED: 0.74GPD/SF(605.44SF) = 448.02 GPD > 440 GPD req'd
LLva, 7.5 AOA1S1Lom 1.2
AMPMU GRouNOwaER EL 2.37
Design and Site Plan by:
MEYER B SONS, INC.
SCALE
NTS
DRAWN
D.M.M.
• I, Darren M. Meyer, RS., CSE, hereby
osrlify that I am curve* approved by MADEP pursuant to 310 CMR 15.017
PO BOX981
DATE:
CHECKED
SHEEP NO.
to conduct =0 evaluadone and that the above analysis has been performed by me consistent with the
EASTSANDWICH, MA 02537
requirements of 310 CMR 15.017.
1 further certxy that I have possed Me Soil Evol. Exam in October, IM.
50a362-2922
08/14/20
D.M.M.
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