HomeMy WebLinkAbout54 Salt Box septic designCl�
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LOCATION MAP
ASSESSORS MAP:
PARCEL:
REFERENCE:
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rarm ealth Department
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Nam Date
TEST HOLE LOGS
SOIL EVALUATOR T���r_% - •
WITNESS:-"" ����I � e�A-A2L dK44
DATE:
PERCOLATION RATE: --1� M ru'i' M
T.H.#1 ELEV. 4:11
T.H.#2 ELEV.
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SEPTIC SYSTEM DESIGN CALCULAT—ONS
FLOW ESTIMATE:
1 BEDROOMS AT IQ GAL/DAY/BDRM =— GAL/DAY
SEPTIC TANK: -
l GAL/DAY/BDRM X 2 DAYS = GALLONS
USE I -r\ GALLON SEPTIC: TANK ��►L—�7L 1 t�•-I% - --
(GARBAGE GRINDER IS PROHIBITED)
SOIL ABSORPTION WSTEN:
5co 04Aoff, t6TW if,
SiDEWALL AREA:1.97
BOTTOM AREA:
SEPTIC SYSTEM SECTION
I BENCHMARK
TOP OF FOUNDATION �--- -- -y
ELEV.
DATU110-ASSOMED) r
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GALLONS
SEPTIC TANK
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B.
MASON
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1) The installation shall comply with the State Environmental ( ,ode Title V and Town of
t t # Board of Health Regulations.
2) ThO- septic system as proposed on this plan shall not be inst.0led until a licensed town
installer receives approval and an installation permit from thy' 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
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. I
B) 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
tha proposed SAS shal4 be removed and replaced with clean ,and per Title 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 ap
propriately sued 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 10' on both sides of crossing the line. _ !
10 f a garbage grinder exists in the structure, it to be removed if the septic system is
not designed to accommodate a garbage grinder.
11) The installer is rWs- sibfe for care of excavation around ali 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 systerr as proposed and receipt ;
of payment for the design shah 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.
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H2O D-BOX
WATER TEST FOR LEVELNESS
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SITE AND SEWAGE PLAN
LOCATION:
PREPARED:
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SCALE: DATE:l7
APR 16 20?4
INFALTH DEPT.