HomeMy WebLinkAboutEngineer PlanI Code Title V and Town of
The I statlation shall comply with the State Environmep�
TEST HOLE LOGS
ASS ESSORS MAP: Board of Heaith-Regulatloree.
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\ - . � � SOIL EVALUATOR: ~� � ^�/ � '"'" -' 2} The septic system as proposed on this plan steall not be llleA untli a licensedaown
PARCE1. �� ` - - instAer receives approval and an installation permit ffam the applicable town.
G- 'J t �'"w.�1.i{J` �- of utilities, sewer inverts,
Z. � . 3} Prior.to installation, the installer shall verify the location
REFERENCE: MNESS:
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1'W sewer lines and existing septic components prior to installation.
�' 'i ?J' , I ���'►"tv DATE: t 4} All gram sevrer piping Is to be 4 Inch schedule 40 PVC at 1/8" per foot The first 2
2. Imi %i . feet out of the distribution box shall be level. All piping connections to be glued.
PERCOLATION RATE:. "� ,
- _ S) This septic deslgrt plan is not to be utilized for property line determination or for any.
012 T,H.#1 ELEV. J T.H.#2 ELEV. other purpose other than the proposed septic system installation.
tj All Title V components are to meet Title V specifications.
LOCATION MAP 7) Parking shall be prohibited over Title V components unless components are H2O
loaded.
the S} The existing !earthing or cesspools shall be pumped and filled with material per Title V
abandonment procedures. beaching and cesspools) and contaminated soils within
SAS shall be removed and replaced with bean sand per Title V
I-Eproposed
U
_-
Z � specifications. _ -
/' 9} Septic components are to be 1W from a water service line. Sewer Hines crossing a
t•� water line shall be sleeved with an appropriately sited schedule 40 PVC with ends
grouted. The water service line or the septic line can be sleeved with the sleeve being ;
~ C� a distance of 1W on both sides of crossing the lane.
101 if a garbage grinder eAsts in the structure, R 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 res durvng the installation process - ; -
-
- - -- -protecting the structural integrity af" ail str�aau
SEPTLC-SYSTEM DESIGN CALCULATIONS
- - of the septic system.
12 This plan on represents that a tic can be Installed on the property
Row ESftt'�fATE: � p �/ P septic m
A At80-1�
LoT 1 ®I:DROoMS AT 1 ID GAVDAY/BDRM = Z�0 GAL/DAY meeting Tide V requirements.
k 13) The property owner shall review design criteria to approve the total number of
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SEPTIC TANK bedrooms and design flow. installation of the septic system as proposed and receipt
15� �•
m' ~' �► / j�n of payment for the dies gn shall be deemed approval of the design Criteria by the
- o �+ GAt/DAY%E3Q1tM X 2 DAYS V GALLONS
sno 1� � property owner or agent of.
"3w�«
USE CsAI.t�AN SEiPTIC TANK.'' 14) The validity of this plan shall expire with the expiration of the town Installation permit ;
GARBAGE GRINDER h5 PROHIBITED) for this plan or the validity of this plan shall expire on the expiration of the F
Certificate of Compliance Issued for the installation of the proposed system on this
GAR a` ti q o�� �+ SOLI AII;SQRPTiON SYSTEM: plan. I
c�F lid 010ZAT be-�t LOTTT 1
ARIA d��',
r:rs:
;r�` eost�F: -� Z 1 -�~tQ �C %� T61 - ��t�- DAVID G'
AA( $aSID�tA1.LAREA: 0 8� �
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ti 11 3 C� x �- 3►soty
B=0%M AREA
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l 52220"W 244.97'
SEPTIC SYSTEM SECTION
r4 ��
NORTH .MAIN STREET � 11)6 ��' a 4
BENCHMARK 6 l� b '�
= TOO OF FOUNDATION
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-- --- - _ - -- -= -- - _ - -_
Ito-
4) RB,Z 1 N- --_ -
f DAUM ASSUIMEDi G" STONE BASE
H20D-BOX
6" STONE BASE OR COMPACTED EASE yilATlrR TEST FOR LEVEal1lESS
�C cAuaNs
SEPTIC TANK
c..i Iva SITE AND SELVAGE PLAN
LOCATION.. 1
Yarmouth Health Department
PRO V !J�
o - I
am Date
Rmeewo
PREPARED:
HEALTH DEPT.
SCALE: t �� �� DATA- F— C� �a