HomeMy WebLinkAboutEngineer Plan_ _.. __ _ _ _ _ _ _
_. - ASSESSORS MAP:
PARCEL: M 2j
REFERENCE: 119k,1'NO09
l 15 9
LOCATION MAP
50100
—5(D
TEST HOLE LOGS
SOIL EVALUATOR:
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DATE: ,,tRJW
PERCOLATION RATE:
T.H.#1 ELEV. 14
...� -2 M 14
T.H.#2 ' ELEV.
ZI IqVEX. 9.k(�
FLOUR ESTIMATE:
L BEDROOMS AT �GAL/DAY/BDRM = -� GAL/DAY
SEPTIC TANK:
L-/ GAL/DAY/BDRM X 2 DAYS = 0 GALLONS
USE l ✓DD _,, GALLON SEPTIC TANK . 1P1U4<, t��
(GARBAGE GRINDER IS PROHIBITED)
SOIL ABSORPTION SYSTEM:'
�) 1v4 to �ZbW �2 cF 4 Uq
Lit 6 , Pee ew 0-- 11 -157
SEPTIC SYSTEM SECTION
BENCHMARK
TOP OF FOUNDATION
(DATUM ASSUMED
at-wr- -
�2 (1714)
5" STONE BASE OR COMPACTED BASE
/0<"::> GALLONS
SEPTIC TANK
(en
_._ _ --
1) The installation shall .omply with the State Environmental Code Title V and Town of
001, - Board of Health Regulations.
2) The septic sys m as proposed on this plan shall not be installed until a licensed. town
Installer receives approval and an installation permit from the applicable town. •
3) ' Prior to installation, the installer shall verify the location of utilities, sewer inverts,
sewer lines and existing septic components prior to installation.
4) All gravity sewer piping is to be 4 inch schedule 40 PVC at 1/8" per foot. The first 2
feet out of the distribution box shall be level. All piping connections to be glued.
5) This septic design plan is not to be utilized for property line determination or for any
j other purpose other than the proposed septic system installation.
0) All Title V components are to meet Title V specifications.
J) Parking shall be prohibited over Title V components unless components are H2O
loaded.
The existing leaching or cesspools shall be pumped and filled with material per Title V
abandonment procedures. Leaching and cesspool(s) and contaminated soils within
the proposed SAS shall be removed and replaced with clean sand per Tide V
specifications.
9) Septic components are to be 10' from a water service line. Sewer lines crossing a
water line shall be sleeved with an appropriately sized schedule 40 PVC with ends
i
grouted. The water service line or the septic line can be sleeved with the sleeve being
a distance of MY on both sides of crossing the line.
t0) If a garbage grinder exists in the structure, it is to be removed if the septic system is
not designed to accommodate a garbage grinder.
�1) The installer is responsible for care of excavation around all utilities on the property
! and protecting the structural integrity of all structures during the installation process
I of the septic system.
2) This plan only represents that a septic system can be Installed on the property
meeting Title V requirements.
3) The property owner shall review design criteria to approve the total number of
bedrooms and design flow. installation of the septic system as proposed and receipt
of payment for the design shall be deemed approval of the design criteria by the
property owner or agent of.
14) The validity of this plan shall expire with the expiration of the town Installation permll
Issued for this plan or the validity of this plan shall expire on the expiration of the
_ Certificate of _Compliance issued for the Installation of the proposed -system on this
plan.
V��A of 4fq��49
qa DAVID RECCEIVED
B. c
MASON
Yarmouth Health Dep++ rtme t � No. loss � NOV 8 2022
08
APPROV
"Is HEA Tj P
R r _.,..
H2O D-BOX
WATER TEST FOR LEVELNESS
SITE AND SEWAGE PLAN
LOCATION: � I Z�WU5< L-A�AOJI_14,
!PREPARED: co11
"SCALE: I � �= a' DATE; � Z DZ