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LOCATION MAP
assessoRs MAP:
PARCEL:
REFERENCE:
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TES OLE LOGS
SOIL EVALUATOR:
WITNESS: L?��
DATE:
PERCOiATION RATV-
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T.H.#1 ELEV. T.H.#2 ELEV.
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1) The installation comply with the State Environmental Code Title V and Town of
Board of Health Regulations.
— �► he septic system as proposed on this plan shall not be installed until a licensed town
reriONJ N ,1m t„ +<i I ►►t local
' se ific SYSTEMi staller receives a l and an installation permit On1 ti .+��< 14, �l.+t,• an,t 1 Deal septic variances. PPr� pt? ttfromtheapplieabletoWn.
$,,,,► t +tcaftt . ir.. ,sw approsat is require j),,r rior to installation, the Installer shall verify the location of utilities, sewer inverts,
ant fatal+ .. •iof nu%aUonI./a►teratfons to `
sit U,lUrC1/ltNctling. wer lines and existing septic components prior to installation.
N ,. t►, i +, altr, nepartment 4) -11 gravity sewer piping is to be 4 inch schedule 40 PVC at 1/8" per foot, The first 2
V 1,,1) Zs
t out of the distribution box shall be level. All piping connections to be glued.
5) septic design plan is not to be utilized for property line determination or for any
All
ther purpose other than the proposed septic system installation.
Name Date 6) Title V components are to meet Title V specifications.
7) Parking shall be prohibited over Title V components unless components are H2O
Yarmouth Health D`partme:1t loaded.
ROAD ) 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
N - Date the proposed SAS shall be removed and replaced with clean sand per Title V
specifications. .
j.. 9) Septic components are to be 10' 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 line or the septic line -can -be sleeved with the sleeve being
a distance of 10' on both sides of crossing the line.
OB�D . 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.
.110 11) The installer is responsible for care of excavation around all utilities on the property
SEPTIC SYSTEM DESIGN CALCULATIONS and protecting the structural integrity of all structures during the installation process
` of the septic system.
FLOW ESTIMATE: 12) This plan only represents that a septic system can be installed on the pmperty
BEDROOMS AT / /D GAif DAYJBDRM = ��� GAL/DAY meeting Title V requirements.
13) The property owner shall review design criteria to approve the total number of
SEPTIC TANK: bedrooms and design flow. Installation of the septic system as proposed and receipt
GALJDAY/BDRM X 2 DAYS == GALLONS of payment for the design shall be deemed approval of the design criteria by the
USE /5700 GALLON SEPTIC TANK �� Z�dt� ,�, j property owner or agent of.
j _.__ __._.-_ 141The validity of this plan shall expire with the expiration of the town installation permit
(GARBAGE GRINDER IS PROHIBITED) issued for this plan or the validity of this plan shalt expire on the expiration of the
SOIL ABSORPTION SYSTEM: Certificate of Compliance issued for the installation of the proposed system on this
i plan.
t0A,-�4e k b'`aFCP �i .,S-
SIDEWQLLAREA: ^I�_ 4Pr_> .�G'�Z e
BOTTOM AREA: V� d 4s- O j-7L/
SEPTIC SYSTEM SECTION ,
BENCHMARK
TOP OF FOUNDATION
ELEV.
RECEIVED
MAN 0 4 2024
s 3 EALTH DEPT.
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Ot� i� t�'{�
6" STONE BASE OR COMPACTED BASE
GALLONS
Zt'Sa} 4D-. /SEPTICTANK Jr'
I- W_1_L -de V)
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6" STONE BASE f ��
H2O D-BOX
WATER TEST FOR LEVELNESS
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SITE AND SEWAGE PLAN
LocanoN: �z� L-9K.� f2d►9� ��bT"
PREPARED:
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DATE: , 12 4?0�z
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SCALE: