HomeMy WebLinkAboutEngineered Plan - 2017i
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ASSESSORS MAP:��
- TEST HOLE -LOGS' -
PARCEL:
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_ _ _ _._._. O 'fhe iustallatiott shall coirtt�l�y with `Title V and Town of � �:�(17 Board of
_ � 'p I lealth Regulations.
- SOIL EVALUATOR � OR : , FLOOD ZONE. ,�.�D% ��f�G,��,��
-- WITNESS v0 2) The installer shall verify the location of u(ilities, sewer inverts and septic
REFERENCE: components prior to installation tend setting base elevations.
-- � - 0
�.�c---�_._. _..� DATE .
PERGOLA~ TIONR TE: C. -7 kAj k - 3) All gravity septic piping to be 4iinch Sch 40 PVC at 1/8" per foot. The first
two Leet out of the d=box to the caching steal I be level.
4) This plan is not to be utilized for property line determination nor any other
- - - - — purpose other than the proposed system installation.
5) All septic components must meet'L'ille V specifications.
6) Parking shall not be constructed over H 10 septic components.
7) The property is bounded byproperty corners and property lines.
8) The property owner shall review design considerations to approve of total
design flow and number of bedrooms to be considered for design. t
n Receipt
LOCATION MAP g p
of payment for the plan and installation based on the plan sliall be deemed
approval of the design flow by (lie owner.
G9) The existing leaching or cesspools shall be pumped and tilled with material
per Title V abandonment procedures. Those within the proposed SAS shall
Z� be removed along with contaminated soil and replaced with clean sand per
Title V specs. `
g1� , 10) System components to be 10 feet from water line. Sewer lines crossing the
water line shalt be sleeved with 4 inch SCE 140 PVC with ends grouted if
' applicable. The proposed SAS is being installed below the water service
line. The line is to be sleeved as aforementioned and maintained in place.
S E PrT I C SYSTEM `DES I GN 11) If a garbage grinder exists itis to be removed and is the responsibility of the
I owner to ensure such. `I
i
12)The installer is to take caution in excavation around the gas line ifsuch
FLOW ESTIMATE `.
exists.
o `45 IW/f
?' 13 The installer shall verif .the location; uantit and elevation of the sewer
BEDROOMS AT I� GAL/DAY/BEDROOM -`�/� GAL/ DAY ) Y. q Y
• lines exiting the dwelling" rior to the installation.
�% 14) This plan is representative only that a system can fit on a property meeting
S PT I C TANK
Title V requirements.
:34... %� •` 9, GAL/DAY x 2 DAYS. - GAL
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j 16E C-GALLON:SEPT IC TANK
-S� 1-1 ABSORFsT O SYSTE
AU
i DAVID
SIDE AREA: 2 ��u- �-;.. OOZ7 -- x �7 %'� o g G
n MASON R;
BOTTOM AREA: 25 7, 1 l d� v
1P No. tsssra ,
f T I C SYSTEM 'SECT I ON
MAY L 4 2017
IC 0� l( HEALTH DEPS
ID
10 10
p o o q 5, o q -tel o 0
j� 1[
SEPTIC TANK
tiTO \A U_�
1:21 jr 0 lzlb�
'eW 07 Z�
Ynrmoutb fieziQ IDepzrtmeat
V2
R .
DATE HEALTH AGENT.;.
SITE AND SEWAGE PLAN
LOCAT I ON '� n�Awy eo
1220JQ�'
LYAWC�� MA
PREPARED FOR: 0
SCALE:
DAVID B : ' MASON R!; DATE: ZDI
DBC ENVIRONMENTAL DESIGNS
EAST SANDWICH: MA
(508)`833-2177