HomeMy WebLinkAboutEngineer PlanLUILATiO� " . *.
AssEssoRs MAP;
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DATE.
• 2,OV2 2F 41PERCOLATION RAi'E:
T.H.#1 ELEV. T.H.#2 ELEV.
1)The installation sh 11 comply with the State Enviroriperiol Code Title V and Town of
Board of Health -Regulations,
2) The septic stem as proposed on this plan shah not be Iaslaalled until a licensed -tow
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 V2v1tySewerp1Pft is to be 4 kKh schedule 40 PVC at 1/S" 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 arty
other purpose other than the proposed septic system installation.
5) All Title V components are to meet Title V specifications.
7) Parking shall be prohibited over Title V components unless components are H2O
Permit vabd +,,+ REPAIR Of• tiEPTic MTE110ded.
ONLY, do. + ',late and Lut.,a septic varc
Board of I a� i � t % iew and app, nt :+I is requiZ t . ie existing leaching or cesspools shall be pumped and filled with material per Title
any futu, i,h ions/reno%:t++.ms 'afterations andonment procedures. Leaching and cesspool(s) and contaminated sails within
sewage fat+tut- , ,Intl/or structu+c. +It,effing.
1 :++ �+„t„ih Health the proposed SAS shall be removed and replaced with clean sand per Title V
11t•p:+rtment
t 1" ' �� 1 , C SP 1fications,.
9) Se tic components are to be 11Y from a water service line. Sewer Ones crossing a
a�1 W ter line shall be sleeved with an appropriately sized schedule 40 PVC with ends
0 j Nat`!e Date 7ted. The water service Itne or the septic tine can be sleeved with the sleeve beer
�D'CD 1 istance of 1W on both sides of crossing the line.
t .r t � 10) if as garbage grinder exists in the structure, it is to be removed If the septic
NL�.-�C efn� Is
i not designed to accommodate a garbage grinder.
it The &�staller is ) responsible for care of excavation around all utilities on the property
SEPTIC SYSTEM DESIGN CALCULATIONS anti protecting the structural integrity of all structures during the installation proces-.1
of they septic system.
FLOVV ESTIMATE: 12)This plan only represents that a septic system can be installed on the property
BEDROOMS AT l ID GALIDAY/BDRM = GAL/DAY meeting Title V requirements.
13) The property owner shall review design criteria to approve the total number of
ELrTIC TANK: -
bedrooms and design flow. Installation of the septic system as proposed and receipt
. q1 IQ — GAL/DAY/BDRM X 2 DAYS = _ GALLONS of Payment for the demon shalt be deemed approval of the design criteria by the
USE rl� GALLON SEPTIC TANK prop" owner or agent of.
14) The validity of this plan shall expire with the expiration of the town Installation .perm
(GARBAGE GRINDER L5 PROHIBITED) _ Issued for this plan or the validity of this plan shall expire on the expiration of the
SOIL ABSORPTION SYSTEM: Certificate of Compliance issued for the installation of the proposed system on this
plan.
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S1DE1Pai<ALL AREA: v 0''f %C•�' l f 0' xV7=
967
MOTTOM AREA: cad ' ip ' .� 0i Z70
SEPTIC SYSTEM SECTION
BENCHMARK
TOP OF FOUNDATION
ELEV., 5 b., ,
(RATUM ASSUNIEDI
i
f" STONE RME OR COM'PACMD BASE
GALLONS
SEPTIC TANK
O OF�,��
o AVID
MASON
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WATER TEST FOR LEVELNESS
SITE AND SEWAGE PLAN
LOCATION: � � � � } � � �✓ ��
DEIc 0 ?.02
HEALTH DEP -P�tEPARED: auD
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