HomeMy WebLinkAboutEngineer Plan' ASSESSORS MAP:
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REFERENCE ✓=.. IUE^�C ? L�
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LOCATION MAP
TEST HOLE LOGS
SOIL EVALUATOR:
WITNESS: -
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DATE:
PERCOLATION RATE:
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T.H.#1 ELEiI. 9i + I T.H.#2 ELEV.
SEPTIC SYSTEM DESIGN CALCULATIONS
FLOW ESTIMATE:
BEDROOMS AT 1 GAL /DAY/BDRM = GAL/DAY
SEPTIC TANK:
- GAL/DAY/BDRM X 2 DAYS= ��-7 GALLONS \
GALLON SEPTIC TANK
(GARBAGE GRINDER IS PROHIBITED)
SOIL ABSORPTION SYSTEM:
SIDEWALL AREA:
BOTTOM AREA: " c
SEPTIC SYSTEM SECTION
BENCHMARK
TOP OF FOUNDATION__
ELEV. ? .� ..� 'i i,�a 07h1
JDATUM ASSUMED)
-- 6" STONE BASE OR COMPACTED BASE
GALLONS
f fSEPTICTANK
Yarmouth Health Department
P OVER
a Date
1) The installation shall comply with the State Environmental Code Title V and Town of
Board of Health Regulations.
2) The septic system 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.
S) This septic design plan is not to be utilized for property line determination or for any
other purpose other than the proposed septic system installation.
6) All Title V components are to meet Title V specifications.
7) Parking shall be prohibited over Title V components unless components are H2O
loaded.
8) 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 Title V
specifications.
9) Septic components are to be 1d from a water service fine. Sewer lines crossing a
water line shall be sleeved with an appropriately sized schedule 40 PVC with ends
grouted. The water service line or the septic line can be sleeved with the sleeve being
a distance of 10' on both sides of crossing the line.
SO) 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.
11)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
of the septic system.
12) This plan only represents that a septic system can be installed on the property
meeting Title V requirements.
13) 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 permit
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.
6" STONE BASE Cfo o� %
H2O D -BOX
WATER TEST FOR LEVELNESS
LOCATION:
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JUL 2? 2022
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SITE AND SEWAGE PLAN
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DATE:"