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183.54' \\\ C.B. FN .
` S 67D 42' S1' B
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for 901.
5 FOOT STRIPOUT ALL AROUND "Chamber STATON
Note: Remove soil down to of. 7.50 & replace wt h EXISTING
V s clean coarse sand w/perc. rate less than or i3 2 BEDROOM 3
NN or equal to 2 min./in. before d after placement 0 0
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0 ENCLOSED
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lit' �r.8 b o al
co PROJECT BENCH MARK
H-20 j SPINDLE ON HYDRANT #251
D—Box y \ ELEV. = 9.57 (NAV 88)
m
TEST HOLE j
W 3 ' UNIT # fCh — ca
PORT 2 ELEV 10*50.50
a VENT PIPE Note: COVER OVER SAS=ELEV. 12.75 / SEP 2 6 2024
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o-------------------- I HEAL THDEP
17I�T ACC.H5.S ROAD — — ---- 1ss.0�� -------------
V — — — — — — — — 12' RIGHT OF WAY IN COMMON AREA /
S 70D 50' 077=8
0 30 60 75
SCALE: 1 "=30'
.THE PROPERTY LINES ARE APPROXIMATE AND
COMPILED FROM THE SURVEY PLAN BY DOWN CAPE ENGINEERING
ENTITLED: SITE PLAN OF UNIT #3 184 SOUTH SEA AVENUE, YARMOUTH
DATED: JUNE 6, 1983 AND MASTER PLAN ON FILE of SOUTH SEA VILL
AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
THE SEPTIC SYSTEM INSTALLATION.
EXISTING SAS/LEACH PIT TO BE PUMPED OUT AND REMOVED
NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE
FROM THE EXISTING SAS ABANDONED AND TO BE DISPOSED
OF AS PER BOARD OF HEALTH SPECIFICATIONS.
GENERAL NOTES
1. Contractor is responsible for Digsofe notification, Verification of Utilities
and protection of all underground utilities and pipes.
2. The septic tank and distribution box shall be set
level on 6"of 3/4"-1 1/2" stone.
3. Backfill should be clean sand or grovel with no
stones over 3" in size.
4. This system is subject to inspection during installation
by Shay Environmental Services
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 Shay Environmental Services
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 AND AVAILABLE TO THE SITE AND
ABUTTING PROPOERTIES.
PLOT PLAN
OF PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR
STEPHEN LENKOWSKI
184 SOUTH SEA ATAVENUE-UNIT #3
ASSESSORS ID: 17-136—C3
YARMOUTH, MA
r C
*-jug' PREPARED BY:
OA. RHEIV E. S WA Y
y E RONMENTAL SERVICES
201 PLUM HOLLOW ROAD
EAST FALMOUTH, MA 02536
TEL/FAX : 508-294-7498
SCALE: 1 "=30' DRAWN BY: CES DATE: FEB. 2, 2024
'ROJECT#184 S SEA AVE FILENAME:184 S.SEA AVE.DWG SHEET 1 OF 3