Septic DetailsSeptic System Installation tjotgg:
®VAC �- LEGEND 1. The holdig tank shall be a watertight precast concrete heavy duty septic tank, without outlets, as manufactured by Fort Miller Company or
roved equal,
TANK FLOAT SWITCH - OPENS FINISH GRADE
HIGH LEVEL ON RISING LEVEL - (NORMALLY CLOSEQ) IIE�NCH AID Cti10UIT 2 All joints below the maximum water level shag be watertight. Use Evazote 380 PST sealant or equivalent butyl joint sealant at sections. Caulk
FINI**7D DRAM as required to insure watertight joints.
FLOAT 1
3. The holding tank manhole rim elevation of 96.05 is 3.85 feet above the Lake George elevation of 92.20 (with assumed data) as field measured on
(NO) FLOAT SWITCH C �� 1� / i August 30,19W.
„, BACKFIL. WITH EXCAVATED MATERIAL
ON RISING LEVEL - (NORMBACKFILL WITH EXCAVATED 'a'..L.Y OPEN) W EN INMEPEII MJITAIBy '
y l T� PO�I� � FILL
TOK 4. The holding tank shall be capab{e of supporting H-20 highway loading. Certification of load capacity shall be supplied by the tank manufacturer.
MATERIAL.FREE OF SHARP
FLOAT CR TANK SHUT OFF OBJECTSUITAB, WHEN
DETERMINED J
t:ONPACTED IN MAX t?' LOTS -
OBJECTS, The tank shall be equipped with a level alarm system.
`-`�"� LEVEL RELAY CR ALL FILL TO BE COMPACTED / N i E 6 The alarm system sequence of operations is as follows:
(NC) X CONTROL RELAY IN MAX. 12 LIFTS. __ ( N-____--- _ RUN OF BANK GRAVEL
/ N U) _ THOROUGLY COMPACTED IN When the level of the holding tank reaches 50% of the usable level in the tank, a yellow light will indicate "Tank High Lever. When the level of
•. MAX. 12" LIFTS the holding tank reaches 100% of the usable level in the tank, a buzzer will sound, a red light will flash to indicate 'Tanl,, Shut Off Level' and
ANK >I the solenoid valve in the main water line will de -energize and dose to prevent anymore water from entering the residence. A pushbutton will be
SHUT OFF ALARM LIGHT '- YELLOW W CONDUIT - REFER TO SITE PLAN used to silence the buzzer. The system will automatically reset after the holding tank is pumped down to below the actuation level of the alarm
a' FOR TYPE a DIA. high-level switch.
LEVEL
7 Float switches shall be direct -acting, one normally closed (tank shut-off) and one normally open alarm {li h-level , suspended, with built-in weight
CLEAN SAND OR R.O.B.
pe ( 9 ) Pe 9
which actuates when the longitudinal axis of the float is horizontal, and deaduates when the liquid level falls 1" below the actuation level. Float
R ALARM LIGN I "' RED GRAVEL FREE OF SANDY LOAM. UNDISTURBED EARTH float uses above actuation level, contact shall sect i t
switch shall operate at 120VAC with a pilot duty of 4 5A minimum Contact shall be normally open for Float #1 (tank high level) i.e. rin� when
i eel conta s e normally do or Float #2 (emergency high level) i.e. o when float rise above actuation
4 al b nor ( y g I) pens d
�o level. The float shall be chemical resistant polypropylene casing with a firmly bonded electrical cable protruding. One end of the cable shall be
/ permanently connected to the enclosed mercury switch, and the entire assembly encapsulated to form a completely water tight, impact -
TANK BUZZER resistant, and suitable for Class 1, Division 2 locations as per NEC, Gould Type A2-3 or equivalent.
ELECTRIC WIRING PIPE DIA . z'-0' a The float switch wiring shall be terminated in a NEMA 4X'unction box mounted inside the grade rim of the holding tank. II .,i,in from the tkaat SHUT OAF 9 1 9 9 9 `g
24 MIN. WITH I" PVC switch unction look to the level alarm system Orel shall be installed underground in accordance with the latest edition of National Electric Code
CR 1 CR 2 LEVEL PUSH BUTTON SWITCH CONDUIT and allstateand local codes. Wiring shall be 3412AWG, Type THW or f HWN, conductors in a 1" Sch, 80 PVC conduit. One level switch shall
0 o NORMALLY OPEN MDTESi be actuated when the tank is at 50% of the usable capacity to indicate a high level. The second level switch shall be actuated when the tank is
B a 100% of the usable capacity to indicate a shut off level. Provide rigid galvanized steel conduit under driveways and other heavy vehicular
SOLENOID VALVE t. ME EATHexcK E•AYEIENT, ENTIRE ABLE t To PAVEMEF-OF
AYEL.At>E Tt►sALL
•• E MCR:ILLED WITH ACCEPTABLE RLh DiF-®ANK eR�rEL. traffic areas -extending 5-0" on either side.
" ALARM SILEN `�CE O FAIL CLOSE _. V COMM17 DIA EXCEEDS 12'. THE "-DF-sAW MAVEL MQVI. 1NE 9. The control relays shall be general purpose, i20VAC with contacts rated for 5 amperes conhiuvUs. Number and type of contacts s,,all be as
CO►OUIT !HALL eE EOUAL To DR GREATER THAT, THE CONW11 DIA follows: CR-1 :1-normally open and 3 - normally dosed contacts, and CR-2:1- normdny open and 1 - normally closed contacts, Square'D' 8501
CR ALARM SILENCE NORM/ALLY OPEN CONTACT (NO) It+DIA •'1WAX> UNLESS OTHERWISE NOTED AND/DR DIRECTED. Type RS-14 or equivalent. Provide a relay socket to match the control relay furnished.
--I I--
10. The alarm lights shall be 120VAC pilot lights with a domed plastic lens. The 'Tank High Level" light lens shall be yellow, Square 'D' KTIY9
CR2 CR1 2 RELAY ' NORMALLY CLOSED CONTACT (NC) TRENCH AND CONDUIT DU IT DETAIL Type K or equivalent. The 'Tank Shut off Level" light shall be supplied with a flasher and a i-A lens, Square 'D' KPF1R9 Type K or
2 CABLE TRENCH DETAIL 3 equivalent.
2 SCALE :NOT TO SCALE
2 SCALE : NOT TO SCALE 11. The buzzer shall be 120VAC, heavy duty, adjustable volume Edwards Adaptabuzzer, Type 340A-N5 or equivalent.
CR 1 MAIN WATER LI N , 12 A normally open, 120VAC, non -illuminated momentary contact pushbutton shall be provided. The pushbutton shall have a full guard, Square 'D'
SOLENOID SKRIUH5 Type K or equivalent.
®IN TA� i 13. The relays, relay sockets shall be mounted in a NEMA enclosure suitable for the location. The alarm lights, buzzer and the buzzer silence
CONCRETE ry pushbutton shall be mounted on the front of the enclosure, All necessary materials, i.e., terminal blocks, connectors, etc., to mount and conned
LEVEL v ����� w �^ �� A all devices shall be provided. This enclosure shall be provided with a nameplate with the following description 'Holding Tank Level Alarm
ALARMTEM A j� JF.I�AM- FACADE--,
BUILDING System". Provide plastic laminated nameplates, white through to black core, over each device. Nameplate description shall be as indicated on
FACADE BUGPROOF CAP I schematic. All wiring in the holding tank level alarm system control panel shah be installed in a neat and workmanlike manner. A copy of the
2 SCALE : NOT TO SCALE FRESH AIR INLET (3" MIN.) BUILDING FACADE I schematic and sequence of operation shall remain with control panel. The enclosure shall be mounted in a suitable location in the residence.
4" CLEAN OUT 14. The solenoid valve shall be a normally dosed (energize to open) valve, 120VAC and shall be installed in the residence incoming main water line.
PRECAST CONCRETE I2' 3" w CAP The size of the valve orifice shall correspond with the pipe diameter of the water fine. Wiring to the solenoid shall be sized in accordance with the
MANHOLE SECTION MIN - latest edition of National Electric Code. With this arrangement, the domestic water supply will be interrupted if there is a power outage
. (irrespective of the liquid level in the tank) or it the liquid level in the tank reaches the alarm shutoff level.
c
INLET INVERT 2" ABOVE
MANHOLE FRAME 8 ALARM SHUT OFF
8 COVER (TYP) 2 LEVEL SLOPE LOW POINT 1/4" / FT MIN. TO EACH SIDE
f ! N 1 �D MADE
1/4"/FT SLOPE MIN. 1/4" PT SLOP: MIN.
12" WATERPROOF GEIIEW
MIN. MORTAR
8" CONC. GRADE RING OR ACCESS EXTENSION
MIN. STRUCTURES AS MANUFACTURED BY FORT
MILLER OR APPROVED EQUAL
I NLET r•, z a
II m
1
u. ALARM SHUT OFF4LEVEL MERCURY FLO)7 SWITCH
CORED HOLE 7 II `D o LEVEL
FLEXIBLE JOINT 2 Is o
0 4 ALARM HIGH LEVEL
SAN I TARP ( LIQUID =
TEE G ZI LEVEL
5 5U M
WATER TIGHT PRECAST o -00 6"MIN.
CONCRETE SEPTIC HOLDING 2 to
TANK, WITHOUT OUTLETS, If
SEAMLESS OR EVAZOTE JOINTS
380 PST OR APPROVED 0 '
EQUIVALENT FOR WATER TIGHT ��y� •' try-OP
JOINT SEALANT, APPLIED BY g R �� E.1 O•� tT•R�o O •�
TANK MANUFACTURER. COMPACTED
R. (SEE ALSO DETAIL 5/2) 0.8. GRAVEL
SECTION VIEW
BAFFLES MAY iE
USED INSTEAD OF
SMITARY TEE$
24 0 1 A r .- � ....
rF t
It
11
11
I MXT 1
1 >j •'tee` t
� '� :•_tip 1
tl
I 1'
1,
It
PLAN VIEW
SPECIFICATION TABLE
NOTES:
I.) TANK TO BE PRECAST CONCRETE AS MANUFACTURED BY
FORT MILLER CO. OR APPROVED EQUAL.
2.) PRECAS-- CONCRETE TANK / ACCESS EXTENSION
AND/OR GRADE RINGS TO BE DESIGNED FOR H-20 LOADING
CONDITIONS.
3. INVERT HEIGHT MEASURED FROM INSIDE BASE. (BOTTOM)
4J EXCLUDES THE WEIGHT OF BAFFLES ( OPTIONAL
ALTERNATIVE TO SANITARY TEES.)
.._-. J
SEE DETAIL 1- 2 AND
SPECIFICATIONS FOR
ALARM SYSTEM
RATED
CAPACITY
GALS
ACTUAL
CAPACITY
GALS
LIQUID
LEVEL
INTEGRAL
TOP
HEIGHT
INTER-
MEDIATE
HEIGHT
BASE
HEIGHT
OVERALL HEIGHT
4.)
TOTAL WEIGHT
ALARM
HIGH
LEVEL
ALARM
SHUT-OFF
LEVEL
INLET 3')
INVERT
HEIGHT
INSIDE
OUTSIDE
LBS
TONS
3,000
3,338
4'-0'
2'- 0"
---
3'- 0"
5'- 0"
6'- 2"
41,800
20.9
2'-0"
4'-0"
4'-2"
3,500
3,546
4'-3-
2'- 3"
---
31- 0"
5'- 3"
6'-5-
42,700
21.4
2'-1 1/2"
a's"
4'-5"
4,000
4,172
F- 0"
31- 0"
---
3'- 0"
6'- 0"
T- 2"
45,400
22.7
4,500
4,520
5'- 5"
3'- 6"
---
T- 0"
6'- 6"
T- 8"
47,200
23.6
Z-8 1/2"
5'-5"
5'-7"
5,000
5,215
6'- 3"
3'- 0"
---
4'- 3"
7- 3"
8'- 5"
49,900
25.0
3'-I 1/2"
5,500
5,632
6'- 9"
T- 6"
---
4'- 3"
T- 9"
8% 11"
51,700
25.9
3'-4 I/2"
_ s'-9"
6,000
6,049
T- 3"
4--0-
---
4% 3"
8'- 3"
9'-5-
53,500
26.8
3'-7 112"
7'-3"
7'-5"
6,500
6,467
T- 9"
T- 9"
2% 0"
S- 0"
1 8% 9"
9'- 11"
56,350
28.2
3'-IQ 1/2"
7'-9"
7,000
6,884
8% 3"
3'- 0"
2'- 0"
W- 3"
1 9'-3-
10'-5-
58,150
29.1
4'-I 1/2"
8'-3"
8'-5"
7,500
7,510
91- 0"
3`- 9"
2% 0"
4'- 3"
101- 0"
11- 2"
60,850
30.4
4'-s"
9'-0"
W-2"
8,000
7,927
9'- 6"
4'-3-
2'- 0"
4'- 3"
10'-6-
11-8-
62,650
31.3
4'.9"
9'-6"
91-8"
BUM ROPE - 2" WIDE
EXTEND WALL STEEL
REINFORCEMENT INT(
JOINT LIPS.
5 TYP JOINT
2 SCALE : NOT TO SCALE
4" CLEANOUT PLUGS
��2 FT. MAX.
ACKWATER
4' MAX. ' VALVE)
I
1-
L;
DOUBLE HAND HOLE l
BUILD! aG TRAP, OR
RUNNING TRAP APPROVED BACKWATER -
VALVE IF REQUIRED MAY
BE ALTERNATE LOCATION
FOR INSIDE CLEANOUT.
HEAVY DUTY WATER TIGHT
MANHOLE FRAME ANDCOVER,
MODEL # 1502 AS MANUFACTURED
BY CAMPBELL FOUNDRY
COMPANY OR APPROVED
EQUAL. DESIGN FOR H-20
LOAD'NG. f
\\FLEXIBLF
NEOPRENE
EST SEAL ASSEMBLY
M CORED HOLE
W64PTAP AFTER _.--------
..d
'
%-
INSTALLATION �
' .s
i
ADH ,,\
G
'..c
r--- STAiNLESS STEE:
•
BAND CLAMP
KORBANU tOOLDIN',
9001
is PIRCOCCtkx -
i >.iZi `•.\,\ -
INTO WRi Al -
rWnE' SPNir+it � I i I I
I 1 I
1
PON
�+
r
PAE+i t
i
1
NOTE:
4" C.I. RISER
CLEAN OUT TO BE PLACED
IN PLANTED AREA ADJACENT
TO BUILDING ONLY.
FERNCO 8"x4" COUPLING
1051-64 (OR EQUAL)
FLOW TAB.E i - i-CRIZOt`TrAL SE2AFATION DISTAWES FiiCV. re "= SOCK:
FROM TOWN OF QUEENSBURY SANITATION REGULATIONSTO STREW
)
60 D. I.F. TO HOLDING TANK
WEIL OR LAKF OR
41x4"x4" C. I. WYE VrA.STUfZ TER St3t'T'IC N WATE:R PRDIPL,
iW/450 BEND SOUR= LINE (a) CICURSE (c) DWELLUC LrNrAND T -1.
House Sewer 25' if cast 25 - 10,
(Watertight iron pipe
_-joints) 50' otherwise
BUILDING SEWER CLEAN OUT
SCALE : NOT TO SCALE
4�OG
GGdGl1��G �A
PLAN VIEW
SECTION VIEW
2 FT. MAX.
4" D.I.P. BUILDING
SEWER
FLOW
- FOUNDATION
WALL
IME
1/ 2 " DIAMETER
STAINLESS STE
CAP SCREWS
Septic Tank
50'
50,
1O'
10,
50' l
Effluent Line to
Distribution Box
50'
50'
10'
10,
50'
Distribution Box
100,
100,
20'
10,
100,
Absorption Field
100'(b)
- 1001(d)
20'
10,
100'(b)(d
Seepage Pit
150'(b)
100'(d)
20'
10,
150'(b)(d
1/4 FLAT
(more in
coarse gravel)
NEOPRENE
GASKET
Dry Well
50'
25'
20'
10,
50'
(Roof & Footing)
MACHINED
BEARING
SURFACES
Fill or Built-
100,
100,
20'
10'
200' (e'
Up System
Evapotranspiration-
100,
100'
20'
10,
)
200' (e
Absorption System
9 BOLTING DETAIL Sanitary Privy Pit 100' 50' 20' 10, 100,
2 SCALE: NOT TO SCALE Privy, -
tight vault- So' S0' 20' 10' 100 `
(a) Water service and sewer lines may be in the same trench if cast iron sewer with
lead -caulked joints is laid at all points 18" below water service pipe; or sewer
may be on dropped shelf at one side at Least 18" below water service pipe, pro-
vided that sewer pipe is laid beiaw'frost with tight and root -proof joints and is
not ;sthject bo settling, super reposed loads or vibration. Water service lines
under pressure shall not pass closer than 10 feet of a septic tank, absorption
the f field, leaclyirx4 pit, privy c r any other. >part of a sewaae disposal system.
(b) ScA,4*,Je c1isFAa: I stystans of necessity upgrade in tho general path of
drain -Ile to a well shill bra s(k,ced 200 feet. or 1W.)re away.
(.) MI iC: hifllt tm rk.
(d) If' rtx,i,t ifHn nite .is 0 tc! 1 minutes pex inch, this distance becT-Tmes 200
l i nrrlr tex•i .
(Ill) FI >s 1 CJ. X1 r cu 1. Ir],u'c�In� }t, i f Eaci t fix! f € tYw di st-ance Inay be a mininm ;
,,,I .;11t' 1A1rXir gX1 (100) fit
SEP r- UI"
FLEXIBLE JOINT REOUIREMENTS
SFWEP PIPE TYPE
FI-FXIRtE JOIN'. TYPE IN A OU1
ANC;F.
_(FEET)
VITRIFIEC CLAr
ST0 RUSBEF GA'ET -PIPE. JOINT ONI_r
3' MAX
AB't TRUz S
STD SOLVEN' WUC* E, PIPE JOINT ONi
10' MAX
XICTILE IRON
STD RUBBED ET P!PE JOINT ONI•Y
10' W}
PVC:
ST{) RUSBEF PPL JOINT ON�r
3' ,Mx
8 HEAVY DUTY MANHOLE FRAME
2 SCALE : NOT TO SCALE
C.1 MALE ASS031ATES P.C.
Ls
DATA RECORD OP WORKDrawn CnecK Appr H.THOMAS JARRETT ALICE MacLEAN JAMES RESIDENCE
t P.E.rr
10.4.90 SUBMIT TO NYSDOH, LGPC, aAPA. A7)A(�'�u_ SEPTIC DETAILS
� II•I.90 �- NOTES REVISED vwj,
TOWN OF QUEENSBURY ! .;7.19.9t � REVISIONS PER. SEPTIC VARIANCE WARREN
948.91 iACORED HOLE FLEXIBLE PIPE TO-TANKJOINT SUBMISSION TO TOWN PLANNING BOARD Jm1 ��•T,MALE ASSOCIA E .C"
._._ _-.--_ -_ _-____-- - --___ _ _ --_ T S P
SCALE : NOT TO SCALE
-
,
'�
65 Bray Street, P O. BOX 533, Glens Falls, N.Y. 12801 '
------____�--_-._--'
., t 5? 8) 793--i8C2
En, rr,eerir7 torus in Arch„teClure �.andsCa e ArCtl+terrture
` Y
v
UNAUTHORIZED ALTERATION OR ADDITION TO
-
90 _ ,:- •
i-<7t: oriitorV Services ornpufer _SerVICeS
THIS DOCUMENT ES A VIOLATION OF SECTION
C.?,MALE ASSJC'ATE:S.P.C.
1209 SUBDIVISION 2 OF THE NEW YORK STATE
µ sir ra„ , r
K.R. GORSCH e W J.M. LANARO C p
ET
FDUCP,TiOKI LAW
T-
C. _ . >C �'' AS NOTED 1'R :} * ' 90.2372 SH E F ' 2 Of- 2 A, G , N 0
TYPICAL CONCRETE HOLDING TANK
SCALE : NOT TO SCALE