HomeMy WebLinkAboutSeptic plan markup 5.26.2026LEGEND
PROPOSED CONTOUR
® PROPOSED SPOT GRADE
--- -- 98 — — EXISTING CONTOUR
+ 96.52 EXISTING SPOT GRADE
—�fV-- EXISTING WATER SERVICE
TEST PIT
SURVEY REFERENCE: (PL 8K 289, PG 049) +r
SUBDIVISION PLAN IN YARMOUTH, MA r
BY ELDREDGE SURVEYING CO. DATED APRIL 28, 1974 +
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FLOOR PLAN
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(WETLANDS FLAGGED 36I
BY BRAD HALL (05/20/26)
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75. 7"
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PROPOSED WORK LIMIT
PLACE STRAW WADDLE AT LIMIT 0
STAKE EVERY 5 FT.
GRAPHIC SCALE A -A
0 20 40 60 36
~` 35
( IN FEET
1 inch = 20fL
VARIANCE REQUESTS — MAXIMUM FEASIBLE COMPLIANCE
1) A 4 FT. VARIANCE TO ALLOW PROP. LEACHING TO BE 5 FT. FROM WATER SERV. VS. REQUIRED 10 FT. (LINER PROV.)
2) A 1.0 FT. VARIANCE TO ALLOW PROP. LEACHING TO BE 4FT. BELOW GRADE VS. REQ'D 3 FT. (H20/VENT REQUIRED)
3) A 19.2 FT. VARMCE TO ALLOW PROP. LEACHING TO BE $0.9 FT. FROM ISOLATED WETLAND VS. REO'D 100 FT.
LOT 86
125/071
AREA=15, 703t S. F.
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LOCUS INFORMATION
PARCEL ID: M: 125 P: 071
TITLE REF: 8769/031
PLAN REF: 289 049
PROPERTY IS NOT IN ZONE II
PROPERTY 1S IN MADEP NIT SENS AREA
FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
DECK ^ 6 CLINTON DRIVE
SCE '004
YARMOUTHPORT, MA
PREPARED FOR
W
EXjSjING - ESTATE OF
3BR 0WELLl a� o EVELYN HAYES
00 MAY 26, 2026
TOF• r�"�' in
rn
L N G
MEYER H
20.4'
LARGE MAPLE TREE
No.1 140
��GIS
�c
TO BE REMOVED
T E��
Q0IX
�LPr�.O
MEYER & SONS, INC.
ove exist 1000g) o -
0 5 FT. SOIL REMOVAL
26
P.O. BOX 981
40mN POLY
vent
As�.a1
EAST SANDWICH, MA. 02537
PH: (508)360-3311
W
3
FAX: (774)413--9468
32
BENCHMARK:
meyerandsonstitle5®gmail.com
33
CLINTON
DRIVE
MAG NAIL SET
SHEET 1 OF 2
EL=31.0' NAVD88
ELEV. TOP
FOUNDATION:
(Existing)
EL. - 38.80
F.G.EL: 37.0
NOTE : BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE
PLACE MAGNETIC MARKING TAPE OVER ALL COVERS
F.G.EL: 37.0
F.G. EL: 36.5 _\
F.Ci.t:L: J,.3U
• 10•I
TEE'S ARE TO 8E ter @ S= 1% (MIN,)
INV. 33.0
mi
• 4" SCH 40 PVC
INV. 34.15 INV. 32.83
J
PROPOSED DB--3
PROP. OUTLET BAFFLE
DISTRIBUTION BOX
INV: 34.60
INV: 34.40 (H20)
PROP. 1,500 GALLON H2O SEPTIC TANK
GAS BAFFLE TO BE INSTALLED ON
OUTLET TEE AS MANUFACTURED BY
TUF-TITE, ZABEL, OR EQUAL
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
PIPE INVERTS PRIOR TO CONSTRUCTION
2) TANK/D-BOX SHALL BE SET LEVEL AND TRUE
TO GRADE ON A MECHANICALL COMPACTED SIX
INCH CRUSHED STONE BASE, AS SPECIFIED IN
310 CMR 15.221(2)
3) INSTALL INLET & OUTLET TEES AS REQUIRED
SOIL LOGS
DATE: MAY 20. 2026
SOIL EVALUATOR: DARREN MEYER, RS, CES 1614
WITNESS: BARRY LEWIS. YARMOUTH HEALTH
Elev.
34.90
34.07
31.90
27.23
25.74
21.74
TP--1
A
LOAMY SAND
IOYR 3/2
B
LOAMY SAND
IOYR 5/8
C 1
MEDIUM
SAND
2.5Y 6/4
C 2
SANDY LOAM
IOYR 6/6
C 1
MEDIUM
SAID
2.5Y 7/4
Depth
0"
10"
36"
92"
110"
158'
PERC RATE <2 MIN/(N. (-Cl- HORIZON)
NO GROUNDWATER OBSERVED
SEPTIC SYSTEM PROFILE
• I, Damn M. Meyer, R.S., CSE. hereby certify that I am currently approved by MADEP pursuant to 310 CWR 15.017
to conduct soil emluatlons and that the above ono"Is has been performed by me consistent with the
requirements of 310 CMR I5.017. 1 further certify that i hove pawed the Soil Evol. Exam In October, 1999.
k.
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:31.50
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
FINISHED GRADE (35.5)
2% MIN SLOPE OVER LEACHING AREA
2" OF 3/8" DOUBLE WASHED
STONE OR FILTER FABRIC
4" SCH 40 PVC
2' EFF. DEPTH
INV. ELEV.= 30.50
3/4" - 1-1 /2'
DOUBLE WASHED
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4'
4' 2 X 8.5' 4'
EFFECTIVE LENGTH = 25'
TOP CONC. ELEV.= 31.50
INV. ELEV.= 30.50 _
BOTTOM EL.=28.50
SEPARATION 6.76 FT.
BOTTOM OF TESTHOLE EL: 21.74
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, EXCEPT AS NOTED ON PAGE 1.
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 NAVO 88 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. APPROXIMATE LOCATION SHOWN,
INSTALLER TO VERIFY LOCATION.
S. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND OONTRACTOR.
S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
10. EXISTING TANK/PIT TO BE PUMPED. CRUSHED AND REMOVED PER TITLE 5.
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 KNOWN PRIVATE ABUTTING WELLS WITHIN 150' OF PROPOSED LEACHING.
14. ALL PIPING TO BE 4' SCH 40 O 1 /8"/FT (UNLESS SPECIFIED)
15, PLACE 40 ml POLY LINER ALONG AROUND LEACHING/TANK, EL 31.5-27.5 TO
PREVENT INFILTRATION TO WATER SERVICE.
16. REMOVE ALL UNSUITABLE SOILS 5 FT. AROUND LEACHING FROM EL 27.23 TO EL. 25.74
'C2" LAYER ONLY AND REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5.
4' 1 5 FT.
BREAKOUT
ELEV.= 31.50
4'
I EFFECTIVE WIDTH = 13' 1
SOIL ABSORPTION SYSIEM „SECTION)
(500 GALLON H-20 LEACH CHAMBER)
DESIGN CRITERIA "PROPERTY IS NOT W/IN ZONE 11s4
NUMBER OF BEDROOMS: 3 BEDROOM DESIGN, NO PROP INCREASE
SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF)
DESIGN PERCOLATION RATE. <2 MIN/IN
DAILY FLOW: 110 G.P.O. X 3 BR = 330 G.P.D.
GARBAGE GRINDER: NO (not designed for garbage grinder)
SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE PROP. 1,500 GAL. SEPTIC TANK
LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F.
USE TWO (2) 500 GALLON H-20 PRECAST LEACH CHAMBERS W/ 4'
STONE ON ALL SIDES: 33.5' L x 13' W x 2'D
BOTTOM AREA: 25 x 13 = 325 SF
SIDE AREA: (25 + 13) x 2 x 2 - 152 SF
TOTAL SQUARE FEET PROVIDED - 477 vs. 445.94 REQ'D
DESIGN FLOW PROVIDED: 0.74(477 S.F.) = 352.98 G.P.D. vs. 330 G.P.D. req'd
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
6 CLINTON DRIVE, YARMOUTHPORT, MA
Prepared for: Estate of Evelyn Hayes
Design end Site Plan by: SCALE DRAWN DATE
MEYER & SONS, INC. N.T.S. DMM 05/26/26
PO Box 9181
E4STSANOWICH, MA02537 REV DATE CHECKED SHEET NO.
508-362•V22 DMM 2 of 2