001LOCKABLE
EXTENDERS TO
6-in GRAVEL BASE
EXTEND 12-in BEYOND
ALL SIDES
Septic Tank Notes:
1. The capacity of the septic tank shall be a minimum of
1250-gallons, and 34-sgft of surface area.
a. Tank can be concrete or plastic - NOTE if plastic tank
is used it shall be filled with water to prevent it from
breaching.
2. The septic tank covers shall always be accessible. Where
manholes are more than 12-inches below grade and
extension collar shall be provided over each opening.
Extension collars shall not be brought up flush with the
ground unless the cover can be locked.
3. The construction of driveways, swimming pools, or other
facilities are not allowed above septic tanks.
4. The following applies to all septic tanks:
a. The minimum liquid depth shall be 30-inches. The
maximumaallowable design depth shall be 60-
inches
b. The minimum distance between the inlet and the
outlet shall be 6-feet
c. Tanks shall be watertight. If the tank is a 2-piece
design it must be leak tested in the presence of the
local Building Inspector and/or the design engineer
prior to backfilling
d. The tank shall have an inlet and outlet baffle,
sanitary tees or other devicesd to prevent the
passage of floating solids and to minimize
disturbance of settled sludge and floating scum
e. There shall be a minimum of 1-inch clearance
between the underside of the top of the tank and all
baffles
f. Tanks shall be placed on at least 6-inches of sand
or pea gravel
g. There shall be a minimum of 2-inches in elevation
between the inlet and the outlet - with the outlet
being lower.
5. Concrete tanks shall have a minimum concrete strength of
3000-psi at 28-days.
6. No non -concrete tanks shall be substituted without the
approval of the design engineer prior to installation.
No. OUTLETS
BAFFLE PER DESIGN
INLET NOTES:
�=
1. PIPE JOINTS SHALL TE SEALED
PLAN VIEW GL oR EQuivACENT MA RiAL
2. INVERT ELEVATIONS OF ALL
OUTLET PIPES MUST BE EQUAL.
12" MApa"'OVAL11
3.
THE SLOPE OF OUTL T PIPES
BOX AND THE DISTRIBUTION
LATERALS SHALL BE A
MIN OF 1/32%FT
PEA GRAVEL
OR SAND
SECTION VIEW \-12" MIN
DISTRIBUTION BOX DETAILS
N.T.B.
Distribution Box Notes:
1. The distribution box shall be not more than twelve (12)
inches below grade and have a removable cover. Where
due to site conditions the distribution box must be greater
than 12-inches below grade and extension collar shall be
installed to within 12-inches of the surface.
2. The distribution box shall be set on a 12-inch thick bed of
sand or pea gravel.
3. All outlets from the distribution box shall be at the same
level. Outlet levelers are acceptable.
4. There shall be a minimum of 2-inches clearance between
the inverts of the outlets and the bottom of the distribution
box.
5. Concrete distribution boxes shall have a minimum concrete
strength of 2500-psi at 28-days.
EFFLUENT FILTER
INSTALLED IN
OUTLET
SOIL STACK
VENT STACK fTOUPPERFLOORS
HOUSE DRAIN
SLOPE 1/4' PER FT
LOCATION STAKE
OVER COVER
2„ MAX
:: III I I I I I I
I' III-III-III-III-IH�III T�
Il=N1=Ih�NI=III=tfl II
TO DIST. Box
SLOPE AT MIN.
TRAP---'
1/8' PER FT
10.
CLEANOUT
4" SOLID
SEPTIC TANK
EFFLUENT FILTER
PVC PIPE
1250 GALLONS
NSTALLED IN
OUTLET TEE
WASHER
10' Ml ..
Li
HOUSE CONNECTION DETAIL
N.T.S.
TOPSOIL FOR
SETTLING
UNTREATED
BUILDING PAPER
6' MIN
12' MAXI\ 2" MI
12- MIN-
•'
24' M1N� PERFORATION '
2 0" 6' MI
GROUNDWATER,
ROCK O
IMPERVIOUS LAYER
TRENCH DETAIL
N.T.S.
NOTE.
1. DO NOT INSTALL TRENCHES
IN WET SOIL
2. RAKE SIDES AND BOTTOM OF
TRENCH PRIOR TO PLACING
AGGREGATE.
3. END OF ALL DISTRIBUTOR
PIPES SHALL BE CAPPED.
Trench & Installation Notes:
1. Absorption fields shall not be built under driveways, parts
of buildings, under above ground swimming pools, or other
areas subject to heavy loading.
2. Surface water shall be diverted from the vicinity of the
absorption field.
3. Piping:
a. Solid pipe shall be used between the house and the
septic tank, the septic tank and the distribution box,
and between the distribution box and the inlet to
each trench
b. Infiltrators shall only be used in the trenches
4. Trench construction:
a. The Contractor is responsible for locating ad
marking all utilities prior to beginning construction
b. The trench depth shall be not less than 18-inches
deep
c. The trench backfill shall be free of cobble and free
of limbs and other biodegradable materials
d. The earth backfill is to be mounted slightly above
the top of the trench to allow for settling
e. The entire area shall be graded so as to have
surface water run off it. In addition, surface water
from the vicinity shall be diverted from the disposal
area.
f. The entire surface of the system shall be covered
with a minimum of 6-inches of topsoil, and seeded
with grass
50'
14
6'
20' 6'
6'
SEE TRENCH
DETAIL
4" SOLID PVC
@ 118"/FT SLOPE
FROM D BOX TO
SYSTEM
1000-gal
PUMP TANK
&PUMP
SEE SHEET
S2
/ 10'
HOUSE FOUNDATION
V 4-in PVC
NEW 1250-gal S.T. SLOPE 1/4"/ft
1-1/2" SOLID PVC
PRESSURE LiNE
FROM PUMP TO
D. BOX APPROX
180-ft
General Septic Notes.
1. If the septic system is not installed within one (1) year from
the date of the Engineer's stamp the drawings shall be
reviewed by a licensed NYS Professional Engineer for any
.
Code changes prior to beginning construction.
D Box ourLEr TO MINIMUM 2" DROP FROM 2The percolation test was conducted by Engineering
Company on March 22 America Com y �
MODULEINLET , 2022.
3. The stabilized percolation rate is 1-in drop in 3-min
4. The system has been designed based on procedures in
4"NON-PERFORATED the 2012 NYSDoH Publication, "Individual Residential
PVC VELOCITY JBAFFLE Wastewater Treatment systems Design Handbook using
REDUCTION PIPE REQUIRED the following criteria:
a. No. bedrooms - 4
b. Required field length -184-ft (Table 6A)
c. Fixtures are 1.6-gpf toilet and 3.0-gpm faucets
d. No garbage grinder is included
GLEN MAKE ROAD
5. The building plumbing shall extend three (3) feet beyond
LINE 200-ft the foundation of the house.
LINE 150-ft FROM WELL 6. Roof, footing, cellar, and surface water drainage shall not
FROM WELL �---, go into the septic system or into the septic system area.
7. Water softener, water recharge and backwash wastes shall
112 not be discharged to the septic system or the septic
system area.
LINE 10-ft \ 8. House sewer construction, including materials, shall
\ OFF PL LIN)' 10-ff conform to the requirements of all the Codes of NYS, and
OFF for this site shall be PVC.
�110 9. A minimum horizontal separation of ten (10-feet shall exist
\ between the house sewer and any water line. If they must
PROPOSED SYSTEM \ LINE 1 -ft LOCATION cross, the water service shall be a minimum of 12-inches
\ FROM LOCATION OF above the sewer line. Suction water lines from wells shall
DHOL! . _ -�-- - _ ,� 108 \ never cross under house sewer lines.
10.
E E / �
\ &C \ The Contractor is responsible for locating and marking all
utilities prior to beginning construction.
\ FP
C��' #.11. Soil Data:
a. Soil data by EACo March 22"d2022
10206 L 0 - 6" Sandy loam
LfAY u 5 20 ii. 6 - 72" Medium tan sand
\ \ ,
LINE 50 \� \ \ -; iii. 72"-86" Medium sand and cobble
FROM WEL \ \ \ TO�I_li D?ita TOWN ;� ;. • r . iv. No mottling or water
r-- - -- -�
04
100 / \ \ \ II SPECIAL SYSTEM NOTES:
I 1. The East property line shall be delineated by a licensed
02 I surveyor to assures proper placement of system at 10-ft off
l \ PRESSUE LINE - - - I the property line - prior to beginning construction.
198 _ �j� 1 I 2. The Contactor shall meet with the Design Professional to
determine the system location prior to starting deforesting
I , i IN, I of the septic area and after the surveyor has delineated the
FULL\\GRlL � � L � � � � � \LINE � _ FROM � �I� property line.
\ / / \ 3. The existing septic tank shall be pumped and removed
\f___'
from the site and disposed of properly.
APPROX !O TION \ ( \ 4. The existing system shall be left as is where is and not be
\ / / OF EXISTIN \ 1 \ disturbed.
SEPTIC SY TEM
TO REMAI UNT9t*E6 \ \\ 1 \\E C E
I FILE COPY I
98
100 J
100 NEW 1000-gad \ NEIGHBOR'S Tt�V,!` �
i �6MP TA
i LL \ LiNE 100-ft
OM
WELL REQUIRED FIELD OBSERVATIONS
-NE I to - . � I � �IsT \ I // 1 ( The contractor shall notify the Building Inspector and the Design
A OCATI N E 1 i HpOSB \ j -,� j engineer at least 48-hours in advance for the following
i EXI TIN I \ \ \ l / / l observations. (Observations will be conducted Monday through
Thursday (except Holidays) during normal working hours only)
1. Prior to system being installed to discuss system location.
2. After system installed but prior to backfill of system and
tanks.
\ - -- LINE 50WL
ft / / 3. After all backfill and final grading has been completed.
LINE 50-fl / FROM 4. To witness pump test and alarm locations.
\ ROM WELL NOTE: A certificate of compliance and Record Drawing shall be
1�1 � 1-1 / provided to the Building Inspector by the Design Engineer for this
10, system indicating that the system has been installed in substantial
compliance with these drawings. This certificate will not be issued
100 �'� - unless these observations have been completed by the Design
- - - - Engineer.
TOWN OF QU Y
opo BUILDING & O
PLOT PLAN �P��� Reeliewe� �
Date: 1 00 % Drawings
SCALE: 1" = 30'
289.6-1-18 SEP-0248-2022 For Construction
Guy DiMemmo
11 Nacy Rd. Septic System
Residential Septic Alt.
Scale: As Shown
FIELD !CHEMATIC
st
1-1/2" PVC
FROM PUMP
DISTRIBUTION
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DATE
March 31, 2022
PROJECT NO.
22-0106
SHEET NO.
S-1