1999-315aa"'1
a
EXISTING
POLET
BAFFLE
PROVIDE 3" SAND OR�060&00
PEA GRAVEL UNDER TANK
FINISH GRADE
LIGHT DUTY MANHOLE FRAME
AND COVER (TYP.)
SYRACUSE CASTINGS #13048 OR EQUAL
CONCRETE EXTENSION RINGS
AS REQUIRED (TYP.)
0_ 4`PUC ET
WERR--.
HEAVY DUTY 3,000 GAL
GREASE TRAP
m
2,000 GAL. GREASE TRAP FORT MILLER CONFIGURATION FOR
& OUTLET ON
END VIEW wITM CENTER BAFFLESAME
ENTSBAFFLESAME END
NOTES 1.ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT.
2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS
ARE UNSUITABLE, 6" OF CRUSHED STONE SHALL BE PLACED AS
NECESSARY TO ACHIEVE A STABLE FOUNDATION.
3. ALL JOINTS SHALL BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE
LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING THE TANK.
SOILS DATA
BASED ON SOILS TESTING ON ADJACENT PROPERTIES, SOILS
ON THE SITE ARE DEEP WELL DRAINED WINDSOR SANDS.
DEPTH TO GROUNDWATER IS GREATER THAN 10 FEET AND
PERCOLATION RATES ARE LESS THAN 1 INCH IN 5 MINUTES
SEPTIC SYSTEM DESIGN
REHABILITA n- N/REPLACEMENT OF EXISTING SYSTEM
EXISTING SYSTEM SERVES ONLY KITCHEN SINKS AND DISHWASHER.
DESIGN FLOW — BASED ON WATER METER READINGS AND ENGINEERING STANDARD
OF 2.5 TO 3 GAL. PER MEAL SERVED = 1,200 GAL./DAY
GREASE TRAP — EXISTING 750 GAL. TANK TOO SMALL
BASED ON NYSDEC STDS. NEED MIN. 1,440 GAL TANK.
USE 2,000 GAL. FORT MILLER GREASE TRAP.
SEPTIC TANK — EXISTING 750 TANK TOO SMALL
BASED ON NYSDEC STDS. NEED 1,650 GAL. TANK
USE 2,000 GAL. FORT MILLER TANK
SEEPAGE PITS — 1 TO 5 MINUTE PERCOLATION RATE = 1.2 GAL/DAY/SQ.FT.
1,200 GAL/DAY + 1.2 GAL/DAY/SQ.FT. = 1,000 SQ.FT. REQUIRED
— USE 4 SEEPAGE PITS EACH WITH 7' EFFECTIVE DEPTH AND
12' EFFECTIVE DIAMETER = 1,056 SQ.FT.
MI SLOPE
OPE
1/4" PER FOOT
2000 GAL SEPTIC TANK
BY FORT MILLER OR
EQUAL
APPROXIMATE
FINISH GRADE LIGHT DUTY MANHOLE FRAME
AND COVER (TYP.)
SYRACUSE CASTINGS #13048 OR EQUAL
INLET BAFFLE
CONCRETE EXTENSION RINGS
AS REQUIRED (TYP.)
MIN. SLOPE
1/8" PER FOOT
0
PROVIDE 3" SAND OR --'Oo
PEA GRAVEL UNDER TANK
INLET do OUTLET
MINIMUM 2x WIDTH
MAXIMUM 4x WIDTH
2.000 GALLON SEPTIC TANK
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT.
2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS
NECESSARY TO ACHIEVE A STABLE FOUNDATION.
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING.
NOTESo
1. IF EXISTING SEEPAGE PITS ARE ENCOUNTERED
IN THE PROPOSED LOCATION OF NEW PITS REM13VE
OLD PIT AND ANY CONTAMINATED SOIL AND STONE
AROUND SEEPAGE PIT.
2. LOCATION OF PROPOSED SEEPAGE PITS MAY BE
MODIFIED IF NECESSARY TO AVOID EXISTING
LANDSCAPING OR OBSTRUCTIONS. MAINTAIN REQUIRED
SEPERATIONS OF IT TO PROPERTY LINES, 20' TO
BUILDING FOUNDATION AND 36' BETWEEN PITS.
N
.r
I:lI
CONCRETE OR STONE
MARKER ABOVE ALL
BURRIED COVERS
RECOMMENDED.
12" MIN. COVER OVER
ALL STRUCTURES
0 O
#1 DISTRIBUTION BOX
BY FORT MILLER OR
EQUAL
�- ALL OUTLET INVERTS
TO BE SET AT
PEA EXACTLY THE SAME
GRAVEL ELEVATION.
(USE OF SPEED
ZX ENCOURAGED) LEVELERS
of
L
Z
J 1UGHT
N 20'-52-50" W
PROPERTY LINE
NEW YORK STATE ROUTE 9
PLAN
Scale: 1 "= 20'
CONCRETE OR STONE
MARKER ABOVE ALL
BURRIED COVERS
RECOMMENDED.
T COVER —
:ING AREA COVER SHALL BE
:D FOR TRAFFIC LOADING (H-20)
CONCRETE DYWELL
LER OR EQUAL
IZATION PIPE
.ENT PIT.
3E LAID LEVEL
RING FOOTING
MIN. SIZE CRUSHED STONE (4A)
JULAR SPACE & FOOTING
SEEPAGE PIT
1. ALL UNITS SHALL BE PRECAST CONCRETE AS MANUFACTURED
BY FORT MILLER OR EQUIVELENT.
3. SEPTIC TANKS & DRYWELLS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING.
TOWN OF OUEENSBURY
BUILDING & E EPT.
REVIEWED BY
DATE.
i3laD
JUN 0 7 1999
TOWN OF QUEEN3BURY
BUILDING AND CODE
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Off` o a et - HEALTH
ifV CAI` K S`TATF DEPAt�ilViEt�'�T Or
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LOCATION MAP
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SHEET >I OF I
EXISTING
SE 7(►" 4�VC
FINISH GRADE
UGHT DUTY MANHOLE FRAME
AND COVER (TYP.)
SYRACUSE CASTINGS #13048 OR EQUAL
CONCRETE EXTENSION RINGS
AS REQUIRED (TYP.)
0_ 4"PVC I
OUTLET
1ER�
MIN. SLOPE
1/4" PER FOOT
2000 GAL SEPTIC TANK
BY FORT MILLER OR
EQUAL
BAFFLE
00 000
PROVIDE 3" SAND OR—�000
PEA GRAVEL UNDER TANK
I I I I 11HEAVY DUTY GREASE TR P3.000 GAL
PROVIDE 3" SAND OR
PEA GRAVEL UNDER TANK
2,000 GAL. GREASE TRAP FORT MILLER CONFIGURATION FOR
INLET do OUTLET ON SAME END
END VIEW WITH CENTER BAFFLE
NOTES
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT.
2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR.
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS
ARE UNSUITABLE. 6' OF CRUSHED STONE SHALL BE PLACED AS
NECESSARY TO ACHIEVE A STABLE FOUNDATION.
3. ALL JOINTS SHALL BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE
LIQUID LEVEL MUST BE TESTED BEFORE BACKFIL.LING THE TANK.
SEPTIC SYSTEM DESIGN
REHABILITATION/REPLACEMENT
OF EXISTING SYSTEM
EXISTING SYSTEM
SERVES ONLY KITCHEN SINKS AND DISHWASHER.
DESIGN FLOW
— BASED ON WATER METER READINGS AND ENGINEERING STANDARD
OF 2.5 TO 3 GAL. PER MEAL SERVED = 1,200 GAL./DAY
GREASE TRAP
— EXISTING 750 GAL. TANK TOO SMALL
BASED ON NYSDEC STDS. NEED MIN. 1,440 GAL TANK.
USE 2,000 GAL. FORT MILLER GREASE TRAP.
SEPTIC TANK
— EXISTING 750 TANK TOO SMALL
BASED ON NYSDEC SMS. NEED 1,650 GAL. TANK
USE 2,000 GAL. FORT MILLER TANK
SEEPAGE PITS
— 1 TO 5 MINUTE PERCOLATION RATE = 1.2 GAL/DAY/SQ.FT.
1,200 GAL/DAY + 1.2 GAL/DAY/SQ.FT. = 1,000 SQ.FT. REQUIRED
— USE 4 SEEPAGE PITS EACH WITH 7' EFFECTIVE DEPTH AND
12' EFFECTIVE DIAMETER = 1,056 SQ.FT.
APPROXIMATE
FINISH GRADE LIGHT DUTY MANHOLE FRAME
MID COVER (TYP.)
SYRACUSE CASTINGS #13048 OR EQUAL
INLET BAFFLE
CONCRETE EXTENSION RINGS
AS REQUIRED (TYP.)
I) I I 1/81N T
INLET & OUTLET
MINIMUM 2x WIDTH
MAXIMUM 4x WIDTH
:►.
2,000 GALLON SEPTIC TANK
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT.
2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS
ARE UNSUITABLE. CRUSHED STONE SHALL BE PLACED AS
NECESSARY TO ACHIEVE A STABLE FOUNDATION.
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING.
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CONCRETE OR STONE
CONCRETE
BBURRNNED W�
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ABOVEALLATLL
RECOMMENDED.
BURIRIED COVERS
1 Y MIN. COVER OVER
ALL STRUCTURES
F1 DISTRIBUTION BOX
BY FORT MILLER OR
EQUAL
ALL OUTU:T INVERTS
`-PEA EEXACCTLYBE YTTHE SAME
GRAVEL ELEVATION.
D I S T .�X (USE LEVELERS
COURAGSmEDj
S.
DIES!
1. IF EXISTING SEEPAGE PITS ARE ENCOUNTERED
IN THE PROPOSED LOCATION OF NEW PITS REMOVE
OLD PIT AND ANY CONTAMINATED SOIL AND STONE
AROUND SEEPAGE PIT.
2. LOCATION OF PROPOSED SEEPAGE PITS MAY BE
MODIFIED IF NECESSARY TO AVOID EXISTNG
LANDSCAPING OR OBSTRUCTMINS. MAINTAIN REQUIRED
SEPERATIONS OF IV TO PROPERTY LINES, 20' TO
BUILDING FOUNDATIONI AND 36' BETWEEN PITS.
L- od l fjo?J'ar A'wp As .S/1fda;y
'p '
.fox L 10 a ro 0 3`�t� t` c F 40
PLAN
Scale: 1 "=20'
N 20 52'_ 50it W
'RECAST COVER —
J PARKING AREA COVER SHALL BE
►ESIGNED FOR TRAFFIC LOADING (H-20)
tECAST CONCRETE DYWELL
)RT MILLER OR EQUAL
EQUALIZATION PIPE
ADJACENT PIT.
'E TO BE LAID LEVEL.
RECAST RING FOOTING
1/2 " MIN. SIZE CRUSHED STONE (4A)
OR ANNULAR SPACE & FOOTING
SEEPAGE P I T
1. ALL UNITS SHALL BE PRECAST CONCRETE AS MANUFACTURED
BY FORT MILLER OR EQUIVELENT.
3. SEPTIC TANKS do DRAYEL.LS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING.
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