HomeMy WebLinkAboutEngineered Plan - Rev. 2016ASSESSORS MAP: �Vq
�t
PARCEL:----
q� FLOOD ZONE:
KJ REFERENCE 1�.---
?04fEit IdEn
Z--ytJ' 1
LOCATION MAP
4.
0
O
a
w
Z
5
U
3
w
Z
05�
1
TEST HOLE LOGS
�r�
SOIL EVALUATOR: Com/
WITNESS: � VM4
1) The installation shall cornp5 with Title V anal 'fown of � Board of
I lealth Regulations.
2) The installer shall verify the location of utilities, sewer inverts and septic
DATE: I Li I ZP lk2
PERCOLAT ION . RATE: Z- MIQ I
\40� �, (,Ij�`T .�'t� � �
TH- I 1 l- TII-2
�J 0
components prior to installation and setting base elevations.
3) All gravity septic piping to be 4 inch Sell 40 PVC at 1/8" per foot. The first
two leet out of the d -box to the iCuching shall 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 Title V specifications.
(
_
V
6) Parking shall not be constructed over 1-110 septic components.
7) The property is bounded by property 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. Receipt
of payment for the plan and installation based on the plan shall be deemed
511
' laPt/1't
t
—
approval of the design flow by the owner. `
9) The existing leaching or cesspools shall be pumped and filled with material
�` ✓�� �L-
per Title V abandonment procedures. Those within the proposed SAS shall
be removed along with contaminated soil and replaced with clean sand per
'
---D -�2�'
Title'V specs.
10) System components to be 10 feet from water line. Sewer !fines crossing the
water line shall be sleeved with 4 inch SCE 140 PVC with ends grouted if
applicable. The proposed SAS is being installed below the water service
.SEPTIC SYSTEM DESIGN
line. The line is to be sleeved as aforementioned and maintained in place.
11) if a garbage grinder exists it is to be removed and is the responsibility of the
owner to ensure such.
FLOW ESTIMATE
12) The installer is to take caution in excavation around the gas line if such
exists.
LBEDROOMS AT 110 GAL/DAY/BEDROOM - GAL/DAY 13) Tile installer shall verify the location, quantity and elevation of the sewer
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 J requirements.
2ZO GAL/DAY x 2 DAYS - GAL _
USE, (OCO GALLON SEPT I C TANK
SOIL. ABSORPTION SYSTEM
HZD I-IiCA2 IW IL%Ailib tk3 H 1-MW
hIr? l -5Z 0L 'V1.t h� �_ 1-1 -V r RI -&C1, I 1i. i1 i �,
a.�
/
SIDE AREA: . -2.-A -35+ ID
BOTTOM AREA:— X
SEPTIC SYSTEM SECTION
DATE
1 UCS GAL
SEPTIC TANK
L&xI-t5 �11r)
x . j = (Q�, n� DAVID �y
l
MASON m
vv p No. 1066660 o- ,
T�`",,4�
HEALTH AGENT
�f.
LL
Jt\
U�'-
5400W�
SOL Mir
SITE AND SEWAGE PLAN
LOCAT ION: 4% �A"Ilki -FPY)- •)
DJM M���
PREPARED FOR:.
CoTbT m
1 �
AL-E�i
DAVID B. MASON?6 DATE: 9. IZI Z0
DBC ENViRONMENtfAL DESIGNS
EAST SANDWICH. MA
(51 8%) 833-2177