HomeMy WebLinkAboutEngineered Plan - 2014t
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ASSESSORS MAP: A)
TEST HOLE L0GS
The installation dial) cony,, will► Title V and 'Town of >Q�,��{ 13uard o1
PARCEL: �Iov I ,
Ileallh RegulnUons.
FLOOD ZONE SOIL EVALUATOR : l '`)
� 1,.01 1��U�G_ 2) 'I'lle installer shall verily the location of utilities, sewer inverts raid Septic ,
WITNESS:
!% -� �' components prior to installation and setting base elevations.
REFERENCE �-.( 1� DATE : ti
3) All gravity septic piping to be 4 inch Sch �(0 PVC at 1/8" per foot. The first
r►% q , " `'� PERCOLATION RATE: '..G ZUn,I 1 two feet out of the d-box to the leaching shall be level.
\� 4) This plan is not to be utilized for property line determination nor any other
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_ �' __ _ '_'`�-__- ------ ur ose other than the ro osed s stem installation.
,� )_ TI-I- 2 P p p P Y
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5) All septic components must meet'fitle V specifications.
�� 6) Parking shall not be constructed over I I tD septic components.
12s ou shall review design corners and property lines.
7) I�he property is bounded b property
C-A ���' _ 8) The property owl g considerations to approve of total
10 aa design flow and number of bedrooms to be considered for design. Receipt
° /b � q�10 g
LOCATION MAF a
kj _,^�_,�.__ ._. of payment for theplan and installation based on the plan shall bezleemed
approval of the design flow by the owner.
9) The existing leaching or cesspools shall be pumped and filled Withmaterial
per Title V abandonment procedures. Those within the proposed SAS shall
be removed along with contaminated soil and replaced with clean sand per
Title V specs.
,� —. 10) System components to be 10 feet from water line. Sewer lines crossing the
i2. �' water line shall be sleeved with 4 inch SCI 140 PVC with ends grouted if
applicable. The proposed SAS is being installed below the water service l
line. The line is to be sleeved as aforementioned and maintained in place.
SEPT I C SYSTEM DES I GN 11) If a garbage grinder exists it to be removed and is the responsibility of the ;
owner to ensure such. I
12)The installer is to lake caution in excavation around the gas line'if suell
FLOW ESTIMATE 1 exists.
e', 2 13) The installer shall verify_the location, quantity and elevation of the sewer
c� BEDRUOMS AT �� GAL/DAY/BEDROOM GAL/DAY � lines exiting the dwelling'prior to the installation.
14)This plan is representative only that a system can fit on a property meeting
SEPTIC TANK Title V requirements.
3��AL!DAY x 2 DA IS 66D GAL
0 0 `{ -_ I USE VEGALLON SEPTIC TANK
-II-I-L-0n-0n-SYS E
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°�'� ---- r MASON
SIDE AREA: ; No. 1066 o
BOTTOM AREA: 2, `�, Y— � t � Z�J� j� � � `�,
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PT I C - SYSTEM SECT I ON
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GAL bioa
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SEPTIC TANK
• _.. ,_._ _ � --I %� }����-�• � .SSS
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�;- ,- -. ✓� - S I TE AND SEWAGE PLAN
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LOCATION: ��CATagtgML,
i F'crmi val far IMPAIR! OF S TTIC SYS'I'd M
a _ Q"VLY, true to State and Local septic variances.
c.a? PREPARED FOR: clL,
Bo ra o! I�caOt's reviefs and approval is rege€ircci fU,r DNA U
a ani! future. add itien-s/re n ova tit)ns/a I teratio! s to
;; is se ;age facilities and/or struetnres/dwelling. Cy�
i Yarmouth H.-calt`h Dep artnicut
SCALE • I Q
o I:r
C�P11N'
a % DAVID B. MASON,R5 DATE: (0 12 bj
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DBC ENVIRONMENTAL DESIGNS
EAST SANDWICH. MA
DATE I Maty
� !M� (508) 833-2.177