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TEST HOLE # 1
ELEV.= 99.50
LOTS #67 & 68
12,086 Square Feet t/-
PROJECT BENCH MARK
TOP OF FOUNDATION
ELEV. = 100.00 ASSUMED
T,T N 46D 39' 50" E
VENT 150.00'
PIPE FAILED� /
.1 LEACF' PIT 0
150.00,
S 46D 39' 50" W
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COVERED DECK
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DRIVEWAY
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(40 FOOT RIGHT OF WAY)
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1500 GALLON
O SEPTIC TANKI(EXIST.)
3 Season
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4 BEDROOM
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35 Marigold Rd
Permit valid for REPAIR OF SEPT C SYSTEM
h' OA-D ONLY, due to State an(t Local septic variances.
Board of Health review and approval is required for
any future addition sireno%ations/aIterations to
sewage facilities and/or structures/dwelling.
VARIANCE REQUESTED:
1. VARIANCE REQUESTED TO HAVE 4 FEET OF COVER OVER AN SAS
A VENT PIPE HAS BEEN PROVIDED
0 20 40 50
SCALE: 1 "=20'
Name
Yarmouth Health Department
APPROVED
GENERAL NOTES
1. Contractor is responsible for Digsofe notification, Verification of Utilities
and protection of all underground utilities and pipes.
2. The septic tank on j distribution box shalt be set
level on 6 of 3/4 —1 1 /2" stone.
3. Backfill should be clean sand or gravel with no
stones over 3" in size.
4. This system is subject to inspection during installation
by Carmen E. Shay — Environmental Services, Inc.
5. The contractor shall install this system in accordance
with Title V of the Massachusetts state code, the approved plan
and Local Regulations.
6. If, during installation the contractor encounters any
soil conditions or site conditions that are different
from those shown on the soil log or in our design
installation must halt & immediate notification be
made to Carmen E. Shay — Environmental Services, Inc.
7. No vehicle or heavy machinery shall drive over the
septic system unless noted as H-20 septic components.
8. Install Tuf—rite gas baffles or equals on all outlet tee ends.
9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes.
10. All solid piping, tees & fittings shall be 4" diameter
Schedule 40 NSF PVC pipes with water tight joints.
11. Municipal Water is Connected to ALL OF The Residence and Abutting
THE PROPERTY LINES ARE APPROXIMATE AND
COMPILED FROM THE SURVEY PLAN BY EAGLE SURVEYING YARMOUTH, MA
ENTITLED: "CERTIFIED PLOT PLAN-35 MARIGOLD ROAD, S. YARMOUTH, MA"
DATED: SEPT. 7, 2001
AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
THE SEPTIC SYSTEM INSTALLATION.
EXISTING LEACH PIT TO BE PUMPED OUT AND FILLED IN PLACE
NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE
FROM THE EXISTING CESSPOOL/LEACH PIT TO BE DISPOSED
OF AS PER BOARD OF HEALTH SPECIFICATIONS.
PLOT PLAN
OF PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR
ESTATE OF JOHN DAVIDSON
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35 MARIGOLD ROAD
PARCEL ID: 37/116.1
SOUTH YARMOUTH
PREPARED BY:
-HAY ENVIR0NME-1VTAL SERVICES
281 PLUM HOLLOW ROAD
EAST FAL:LMOUTH, MA 02536
TEL/FAX : 508-294-7498
SCALE: 1 "=20' DRAWN BY: CES DATE: MAY 15, 2024
PROJECT#35 MARIGOLD FILENAME: 35 MARIGOLD.DWG SHEET 1 OF 2