HomeMy WebLinkAboutEngineer PlanTEST HOLE LOGS 1) Them Alla hall fompiy with the State Environmental Code Title V and Town of
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Board of Health Regulations.
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2 The septic tic s stem as proposed a ed a this plan shall not be installed until aficensed town
PARCEL. f SOIL EVALUATOR: 1 I �j t ' `�Q" " installer receives approval and an installation permit from the applicable town.
REFERENCE: 1 0 WITNESS: 'a" Y ,`^ 1 ` 3) Prior to installation, the installer shall verify the location of utilities, sewer inverts,
AUKt�� sewer lines and existing septic components prior to installation.
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4) All gravity sewer piping is to be 4 inch schedule 40 PVC at 1/8" per foot. The first 2
t 1 feet out of the distribution box shall be level. All piping connections to be glued.
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y, 5) This septic design plan is not to be utilized for property line determination or for any
T.H11 ELEV. v T.H.#2 ELEV. other purpose other than the proposed septic system installation.
LOCATION MAFi M1 .r v; , 5) All Title V components are to meet Title V specifications.
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,1 - / 7) Parking shall be prohibited over Title V components unless components are H2O
d? 11 T�%_-,-_. ------ Y► loaded.
¢®� ,22,0 1 8) The existing leaching or cesspools shall be pumped and filled with material per Title V
V6�� _Fft �t k"t f - AP) )Q abandonment procedures. Leaching and cesspool(s) and contaminated soils within
t.e.. .._ ---- b r`F,�Iq the proposed SAS shall be removed and replaced with clean sand per Title V
I specifications.
9) Septic components are to be 30' from a water service line. Sewer lines crossing a
t7-drwater line shall be sleeved with an appropriately sized schedule 40 PVC with ends
outed. The water service line or the septic line can be sleeved with the sleeve being
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3� a distance of 10' on bath sides of crossing the line.
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0 ' ► y� 10) if a garbage grinder exists in the structure, it is to be removed if the septic system is
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i designed o accommodate a garbage grinder.
Z--'-� -- 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
' SEPTIC SYSTEM DESIGN CALCULATIONS P g g
of the septic system.
FLOW ESTIMATE: 12) This plan only represents that a septic system can be installed on the property
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� BEDROOMS AT GAL/DAY/BDRM = GAL/DAY meeting Title V requirements.
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� t>nl� -� ) 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
/ of payment for the design pp g
/)w�i)�f lrn�C� I f o I GAL/DAY BDRMX'2 DAYS = � GALLONS P Y gn shall be deemed approval of the design criteria by the
( 1 I property owner or agent of.
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USE GALLON SEPTIC NK .
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14) The validity of this plan shall expire with the expiration of the town installation permit
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I (GARBAGE GRINDER IS PROHIBITED} issued for this plan or the validity of this plan shall expire on the expiration of the
I-- 1 Certificate of Compliance issued for the -installation of the proposed system on this
I►" --- _ SOIL ABSORPTION SYSTEM: / plan.
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to
SIDEWALL AREA: - I./C77` �s�%L,/G ) } ,1
Q / l�s BOTTOM AREA: Permit valid for REPAIR <7F SEP'rIC.SYSTEM
ONLY, due to. State and Local septic variances.
J a•/�D[") % Board of Health review and atipros al is required for
h� any future additions/renovatio, slit iterations to
\0 sewage facilities and/or structures/dwrihog.
_. Yartnoulli Health IDcpsuanent
�, SEPTIC SYSTEM SECTION IU11-,I
BENCHMARK
Name
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(DATUM ASSUMED) �� 1sjCf� � �'�---.' s STONE SASE L� ---------
ELEV.
H2O D -BOX �-------Z5 X
i I G" STONE BASE OR COMPACTED BASE WATER TEST FOR LEVELNESS
GALLONS
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AUG 2$202? SITE AND SEWAGE PLAN
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SCALE: l'� - DATE:®