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TEST HOLE LOGS
SOILEVALUATOR:
WITNESS:
DATE -.—
PERCOLATION RATE: 2 M 164' ,
T.H.#1 ELEV. E T.H,#2 ELEV.
1)
The Installation shall comply with the State Envirorp l Code Title V and Town of
Beard of Health Regulations,
2)
The septic tem as proposed on this plan shall not be iestalied until a licensed. to
installer receives approval and an installation permit from the applicable town.
3)
Prior to installation, the in$taAer shall verify the Eocation of utilities, sewer inverts,
sewer lines and existing septic components prior to Installation.
4)
AN FaVitIl sewer Pi0kV is to be 4 k" schedule Rio PVC at 1/8' per foot. The first 2
feet out of the dlstribution box shall Ire level. A8 piping connections to be glued.
5)
This septic design plan Is not to be utilized for property line determination or for anj
other Purpose other than the proposed septic system instaliation.
6)
All Title V components are to meet Title V specifications.
7)
Parking shall be prohibited over Title V components unless components are H2O
Permit valid h,r REPAIR OF SEPTIC SYSTV
loaded.
ONIA , due lu Mate and Local septic vnr 8)
Board of Health „ , it �,, and approval is require"
The existing leaching or cesspools shall be pumped and filled with material r Title
pe
any futiare ao.Ii(it rn,/renovation.,;,Iterations
abandonment procedures. Leaching and cesspool(s) and contaminated Solis within
sewage facilities andiur aructuresld..elling.
the Proposed SAS shall be removed and replaced with clean sand per Title V
Yarm nih Ilealth Department
Ratit1R1S.
ROVED g)
$4Pdc cq„mpOrwrft are to be IV from a water service line. Sewer lines crossing a
water line shall be sleeved with an alpprapriately sized schedule 40 PVC with ends
1'J Name ate -g acted. The water service line or the septic line can be sleeved with the sleeve beir
1� t .e ate istance of 1W on both sides of crossing the line.
° : 1 _4 rL� 1 '� 1 g id) !f a garb:t f' ge grinder exists In the structure, it is to be rerrraved ff the Sept6c system is
vo�-b �'rt'._. o not designed ed to
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14 Z, - 8rn accommodate a garbage grinder.
iij idle wMaller is responsible for rare of excavation around all utilities on the property
1 qu*f)-1 Lb I ef. SEPTIC SYSTEM DESIGN CALCULATIONS and Protectling the structural integrity of all structures during the installation process
of the Septic system.
12) This plan only represents that a septic
BEDRQOhI� AT � I � p � systenw can be installed on the property
GAL/DAYJBDRM = �,A meetin 'Title V
�� ; � -•.� � Lf DAY 13) The 8 owner shall
PTIc TANK-. pr'oPert3► review design criteria to approve the total number of
SEp
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�� ��--- --- bedrooms and design flow. Installation of the septic system as proposed and receipt
�.t 1 N - _-- - ---- -- �4� GAL/DAY/DDRM X 2 DAYS = -- � . GALLONS of Payment for the d shall be deemed design approval of the design criteria by the
USE GAUON SEPTIC TANK Property owner or agent of.
14)The validity of this plan shall expire with the expiration of the town Installation Perm, (GARBAGE GRINDER 15 PROHIBITED)
Issued for• this plan or the validity of this plan shalf expire on the expiration of the
SOIL ABSORPTION SYSTEM: - - Certificate of Compliance issued for the Installation of the proposed sysum on this
'J<-Plan.
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SIDEWALL AREA: Z � �� l e�� J, 00 x --
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SEPTIC SYSTEM SECTION
BEMCHMAM
TQP OF FOUNDATION
ELEV.,
(DATUM ASSUMED)
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GALLONS
SEPTIC TANK
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WATER TEST FOR LEVELl1IESS
SITE AND SEWAGE PLAN
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