HomeMy WebLinkAboutEngineered Plan - 20151
ASSESSORS MAP:
PARCEL:
FLOOD ZONE:
REFERENCE:
LOCATION MAP
_ 7 °-
,�
I �
D
_ U
0
l J �
�1
�\ 40 j �s
i
I I?' CD
770 z�
10101
,3
TEST HOLE LOGS
SO I L EVALUATOR. -->V 0 Jjq�O
WITNESS: �i 21 t5
)U,4 DA , e
DATE :,S 5V,
PERCOLATION RATE:' -C Z K 1
�I fV, g8�,15,vl6 VI
TH-I TH-2
A
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE
Z BEDROOMS AT *D GAL/DAY/BEDROOM -M GAL/DAY
SEPTIC TANK �]
GAL/DAY x 2 DAYS - ddt) GAL
USE {GALLON SEPTIC TANK(E-XJI IWC _
SOILABSORPTIONSYSTEM
--------- --
S 1 DE AREA: 2 x 0-5 b,� = / /, /,g7
BOTTOM AREA:, X► , i( D�� = ��7
SEPTIC SYSTEM SECTION
�vl�t• � lUp.bp �Ie�� uu
l���i ►��c�v���� q�lb� lo,•
IL
as aGA
SEPTIC TANK
_--_(5,K -AWls�)
DATE
0
If
Yarmoutin r -zenith Dgpartrrnennt
VV,�P71 VED
�c ' lz —P,
Marne Date
HEALTH AGENT
I) The ins(allalion shall coinplly With Title V and T(MV11 ol��gv
I3oard oL
I lealth Regulations.
2) The installer shall verily 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 lirst
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 11 10 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 deeiried
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 from water line. Sewer !:nes 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 alloremeniioned 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)'loe installer shall verify the location, quantity and elevation of the sewer
lines exiting the dwelling prior to (lie installation.
14) This plan is representative only that a system can fit on a property meeting
Title V requirements.
OF it4gS`'t
oft v DAVIDry
JsbN9' r
z
E
v No. 1066�o Gy
\ t�A r n nt
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE
Z BEDROOMS AT *D GAL/DAY/BEDROOM -M GAL/DAY
SEPTIC TANK �]
GAL/DAY x 2 DAYS - ddt) GAL
USE {GALLON SEPTIC TANK(E-XJI IWC _
SOILABSORPTIONSYSTEM
--------- --
S 1 DE AREA: 2 x 0-5 b,� = / /, /,g7
BOTTOM AREA:, X► , i( D�� = ��7
SEPTIC SYSTEM SECTION
�vl�t• � lUp.bp �Ie�� uu
l���i ►��c�v���� q�lb� lo,•
IL
as aGA
SEPTIC TANK
_--_(5,K -AWls�)
DATE
0
If
Yarmoutin r -zenith Dgpartrrnennt
VV,�P71 VED
�c ' lz —P,
Marne Date
HEALTH AGENT
I) The ins(allalion shall coinplly With Title V and T(MV11 ol��gv
I3oard oL
I lealth Regulations.
2) The installer shall verily 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 lirst
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 11 10 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 deeiried
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 from water line. Sewer !:nes 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 alloremeniioned 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)'loe installer shall verify the location, quantity and elevation of the sewer
lines exiting the dwelling prior to (lie installation.
14) This plan is representative only that a system can fit on a property meeting
Title V requirements.
OF it4gS`'t
oft v DAVIDry
JsbN9' r
z
E
v No. 1066�o Gy
\ t�A r n nt