HomeMy WebLinkAboutEngineered Plan - 2015ASSESSORS MAP: A
PARCEL:Z�D
FLOOD ZONE : U-10-1
REFERENCE: IGI9Z,
. �461,
A
LOCATION MAP
cJ'
�S vr'U 10 Z S Al
8
_ �5a 10 Nig
070
c
N
- . 1,01.
9�, 6
K�0
TEST HOLE LOGS
,:!
SOIL EVALUATOR: J'`kv
LL.,) C�?+ ` I
W I TNESS : 14)ut
Ove 4
DATE:
:=>-- =1
PERCOLATI N. RATE:
G 0 r4/ , 1
I-tv
TH-I ;•
TH-2
LinGod- 6�;cp
l
SEPTI C SYSTEM DES I GN
FLOW ESTIMATE
r•-
BEDROOMS AT .//(9 GAL/DAY/BEDROOM 0,-�DGAL/DAY
SEPTIC TANK
'�5�:)GAL/DAY x 2 DAYS - UO) GAL
USE /E;UaALLON SEPTIC TANK
10�
Cf_0_ _lam__ t_,!�------.__�.______.._.._._
SOIL. ABSORPTION SYSTEM
q1 -teak
SIDE AREA: Z K(1Z+�'��� Z J X Z�X �� " l /Z_
BOTTOM AREA:
Z�
SEPTIC SYSTEM SECTION
0/
�1
.�} r61640_6
SEPTIC TANK
Yar mouti K-c-nith Department
APPROVED
Date
HEALTH AGENT
1) The installation shall comply %vitli'Title V and Totiwn of ?4171 Board of
I lealth Regulations.
2) 'The installer shall verify the location of utilities, sewer inverts and septic
components prior to installation and setting base elevations.
3) All gravity septic piping to be 4 inch Sch 40 PVC at 1/8" per foot. The first
two feet out of the d -box to the ieaching 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.
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
approval of the design flow by the owner.
9) The existing leaching or cesspools shall be pumped and filled with material
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 fro[n water line. Sewer lines crossing the
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
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.
12) The installer is to take caution in excavation around the gas line if such
exists.
13) Tine installer sliall verify the location, quantity and elevation of (lie sewer
lines exiting the dwelling'rior to the installation.
14) This plan is representative only that a system can fit on a property meeting
Title V requirements.
NN
DAVID
no.1
,.oii,.l
7 C)(� Nolte ►� V,
6