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LOT 33
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LOT 32
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LEGEND
PROPOSED CONTOUR
® PROPOSED SPOT GRADE
— — 98 — — EXISTING CONTOUR
+ 96.52 EXISTING SPOT GRADE
W— EXISTING WATER SERVICE
TEST PIT
Permit valid for REPAIR OF SEPTIC SYSTEM
ONLY, clue to State and Local septic variances.
Board of health review and approval is required for
any future additions/renoti ations/alterations to
sewage facilities and/or structures/dwelling.
Yarmouth Health Department
APPROVED/A&
Same Date
LOT 31
SCALE 1 "=20'
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 NGVD 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.
8. 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
CONSTRUCTION.
10. EXISTING LEACHING (IN REAR) TO BE CRUSHED, PUMPED AND FILLED.
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
13. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING
14. ALL PIPE TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPEC. OTHERWISE)
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
FOR THE USE OF A GARBAGE GRINDER
16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING
17. REMOVE UNSUITABLE SOILS 5 FEET AROUND LEACHING TO EL. 8.27
OR TOP OF C LAYER AND REPLACE WITH CLEAN MEDIUM SAND PER
TITLE 5.
SOUTH YARMOUTH
ROgo STERN
LOCUS
4 LEEWARD RUN
LOCUS MAP
LOCUS INFORMATION
PLAN REF: LCP 17002B SHA
TITLE REF: 587212
PARCEL ID: MAP 91 PAR. 140
ZONING: "R-40"
FLOOD ZONE: C"
COMMUNITY PANEL: 250015-0004—C DATED:06/17/86
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
4 LEEWARD RUN
SOUTH YARMOUTH, MA.
PREPARED FOR
MARIAN V. MYERS
MAY 2, 2014
1000
OF
o� EDWAR ti� �``
DARE4 yb
0A. A �` �P� EYER
1V0' No. 1140
�`d, ' lv AHI A 1*
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
(508)362-2922
SHEET 1 OF 2 J#1642
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.=13.92 INSTALL RISERS & COVERS OVER INLET &
INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER
��, OF At
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.=1tF.G. EL=12.50E
/
F.G. EL: 11.501 F.G. EL: 11.50(MAX.)
oZ D,AR�REN�t+j�,
9" MIN COVER/
NO. 1140
L = 10' 36" MAX COVER L = 10'
® S=1% {MIN.} EL. = 11.75 ®S=1% (MIN.)
L = 10'(MAX) INSTALL TWO INSPECTION PORTS (MIN.)
0 S=1% {MIN.}
D
61$TE
4"SCH40 PVC 4"SCH40 PVC
4"SCH40 PVC
'AOITAO'
10" "
14"
6" O
- }
INV.=10.70 as" Lt4uiD , INV.=10.45
NVERTTr4' -------
L
LEVEL
I GAS BAFFLE 1
PROPOSED INV.=9.50
D-60 4 ROWS OF 8 UNITS AT 4.0'/UNIT = 24.0'/ROW
INV.=9.70
DB -5 INV.= $.90 SOIL ABSORPTION SYSTEM (PROFILE)
PROP 1.500 GALLON SEPTIC TANK
48"
RESTORE VEGETATIVE COVER
PROPOSED OUTLET
BACKFILL WITH CLEAN PERC SAND
. o
INV. 10-92
TO TOP OF CHAMBERS
BREAKOUT=TOP ELEV.=9.39
34"
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
INV. ELEV.= 9.00
PIPE INVERTS PRIOR TO CONSTRUCTION
BOTTOM ELEV.= 8.72
2) TANK AND D -BOX SHALL BE SET LEVEL AND
EXISTING SUITABLE
TRUE TO GRADE ON A MECHANICALLY COMPACTED
2.83' MATERIAL
5' MIN, ABOVE BOTTOM OF -
SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN
T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH = 4 x 2.83' = 11.32
310 CMR 15.221(2)
(5.29' PROVIDED) USE 4 ROWS OF 8 INFILTRATOR QUICK 4 PLUS
PROFILE
3) INSTALL INLET & OUTLET TEES W/
ADJ. GROUNDWATER EL.=3.43 STD LP (3.3" INVERT) UNITS -NO STONE
GAS BAFFLE AS REQUIRED
48»
4) PLUMBING TO BE MODIFIED TO MEET OUTLET LOCATION SEPTIC SYSTEM PROFILE
I
AND ELEVATION. (PLUMBING PERMIT R£Q'D)
TYPICAL SECTION
+
8„
N.T.S. H.T.s.
J.
DESIGN CRITERIA
SOIL_ LOG
SECTION END CAP
NUMBER OF BEDROOMS: 4 BEDROOM DESIGN
DATE: APRIL 10, 2014
SOIL TEXTURAL CLASS: CLASS I
SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE #1614
DESIGN PERCOLATION RATE: <2 MIN/IN
WITNESS: AMY VONHONE, YARMOUTH HEALTH
INFILTRATOR QUICK 4 PLUS STD LP (3.3" INVERT) UNITS
DAILY FLOW: 440 G.P.D.
DESIGN FLOW: 440 G.P.D.
Elev. TP -1 Depth
_
GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER)
11.10 0"
FOR TE5THOLE it: p,
MODEL QUICK4 LP
PROPOSED SEPTIC TANK: 440gpd x 200% = 880 gpd (USE NEW
1,5000 TANK)
WELL:MIW-29 ZONE: A LOAMY SAND 10YR 3/2
LENGTH 48 NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT
LEVEL: 7.8 ADJUSTMENT: 1.4 10.60 B 6"
EFFECTIVE LENGTH 4$" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
LEACHING AREA REQUIRED: (440) = 594.49 S.F.
USE BOH ALLOWED ADJUSTMENT OF 1.0'
DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
GROUNDWATER OBSERVED AT 104" EL. 2.43
SIDE WALL HEIGHT 3.3"
,74
LOAMY SAND
ADJUSTED GROUNDWATER AT EL 3.43 1018 6/8
OVERALL HEIGHT 8"
DISTRIBUTION BOX: (4 OUTLETS (MINIMUM))
8.27 C1 34"
OVERALL WIDTH 34"
PRIMARY S.A.S.
MEDIUM -
USE 4 ROWS OF 8 - INFILTRATOR QUICK 4 STD LP (3.3"
INVERT)
COARSE SAND
PERI TEST 2.5Y 6/4
o EL. 6.60
CAPACITY
UNITS WITH NO STONE
1.10 120"
PROPOSED SEPTIC SYSTEM/SITE PLAN
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER)
4 LEEWARD RUN, SOUTH YARMOUTH, MA
(CHAMBER UNITS) 32 UNITS x 4.00 LF x 4.73 SF/LF = 605.44 SF
PERC RATE <2 MIN/IN. ("Cl" HORIZON)
Prepared for: Myers
TOTAL AREA = 605.44 SF
DESIGN FLOW PROVIDED: 0.74GPD/SF(605.44SF) = 448.0 GPD >
440 GPD req'd
Design and Site Plan by:
SCALE
DRAWN
MEYER& SONS, INC.
NTS
D.M.M.
* 1, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017
PO BOX 961
DATE:
CHECKED
SHEET NO.
to conduct soil evaluations and that the above analysis has been performed by me consistent with the
EASTSANDW/CH, MA 02537
requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Eval. Exam in October, 1999.
508-362-2922
05/02/14
D.M.M.
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