HomeMy WebLinkAboutEngineer PlanASSESSORS MAP:,
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LOCATION MAP
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SOiL EVALUATOR:
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PERCOLATION RATE:
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SEPTIC SYSTEM DESIGN CALCULATIONS
FLOW ESTIMATE:
`--3 BEDROOMS AT GAL/DAY/BDRM = GAL/DAY
SEPTIC TANK:
GAL/DAY/BDRM X 2 DAYS = GALLONS
USE 15CCD GALLON SEPTIC TANK
(GARBAGE GRINDER IS PROHiBITED)
SOIL. ABSORPTION SYSTEM:
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SIDEWALL J
BOTTOM A
61C SYSTEM SECTION
(MARK
F FOUNDATION
1-00, 00
M ASSUMED)
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-16241- Z
G" STONE BASE OR COMPACTED BASE
= - GALLONS
SEPTIC TANK
Permit valid for REPAIR OF SEPTIC SYSTEM1T
ONLY, due to State and Local septic variances.
Board of health review and approval is required for
any future additions/renovationsiaIterations to
sewage facilities and/or structures/dwcfling.
Yarttr,nrth Ilcalth Department
APPROVED
Date
1) The installations all comply with the State Environmental Code Title V and Town of
w 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 tines and existing septic components prior to installation.
4) All gravity sewer piping is to be 4 inch schedule 40 PVC at 11r 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 tine 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
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 shalt be removed and replaced with clean sand per Title V '
specifications. j
9) Septic components are to be 1.0' from a water service line. Sewer lines crossing a
water line shall be sleeved with an appropriately sized schedule 40 PVC with ends
grouted. The water service tine or the septic sine can be sleeved with the sleeve being
a distance of 14' on both sides of crossing the line.
10) 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 septet system can be installed on the property j
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.
r STONE BASE 96t
H2O D-BOX
WATER TEST FOR. LEVELNESS
1PREPARED:
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SITE AND SEWAGE PLAN
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