SEP-000798-2016u 40 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building& Codes (518) 761-8256
CERTIFICATE OF, COMPLIANCE
Permit Number: SEP-000798-2016 Date Issued: Thursday, March 15, 2018
This is to certify that work requested to be done as shown by Permit Number SEP-000798-2016
has been completed.
Tax Map Number: 239.12-2-11
Location: 42 OLD ASSEMBLY POINT RD
Owner: Jeff Randles
Applicant: Jeff Randles
This structure may be occupied as a: Residential Septic Alteration
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan, 4
Variance, or other issues and conditions as a result of approvals by the
Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals. .
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building& Codes (518)761-8256
BUILDING PERMIT
Permit Number: SEP-000798-2016
Tax Map No: 239.12-2-I1
Permission is hereby granted to: Crandall Excavation Inc.
For property located at: 42 OLD ASSEMBLY POINT RD
In the Town of Queensbury,to construct or place at the above location in accordance with application together
with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Type of Construction
Owner Name: Jeff Randles Septic Disposal-Residential 0.00
Owner Address: 82 Claremont DR,E Total Value 0.00
Vooreesville,NY 12186
Contractor or Builder's Name/Address Electrical Inspection Agency
Crandall Excavation Inc.
63 Woodchuck Hill RD
Lake George,NY 12845
Plans&Specifications
Residential Septic Alteration
40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,November 23,2017
If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration
Adate
Dated at the Town of eensbu n ecin ember 23,2016
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
SEPTIC DISPOSAL PERMIT
r 10 Oe Qal
DATE 77.0 1Receive"d l ii {
NOV l Tff%ap Ips_--(
TAX MAP ID IZ–Z^ 1 (+ + Permit Nol.
L..
M1__ ... . -Permit Fee, 0
LOCATION OF/NSTALLATIO Apprdvals:
APPLICANT JEFP'R4IV>LC^ .7 PHONE/E-MAIL
ADDRESS Z E GL la.tZtMONT'. yao'QEt V 1".£ 11 1Y 121tafe
INSTALLER/BUILDER: CgAy-t lat L_ F_ArJ VA--niAeC PHONE/E-MAIL 1R 3-CA'3 1
ADDRESS: C`s3
OWNER l kP?t—lG/I.1"LT PHONE/E-MAIL
Address
CONTACT PERSON FOR BU/LDINO&CODES COMPLIANCE:bffjA'P X ._! 10AG.E".-g—c ( PHONE 374—A4A410S
I
RESIDENCE INFORMATION 19<05 T.Z"*Z
Year Built of bedrooms X Gallons per bedroom ! =Total Daily Flow
1980 or older Garbage grinder installed Y eti
1981-1991 Spa or Hot Tub installed —Y !N
1992-Present
PARCEL INFORMATION
Topography je!f Flat rolling _Steep slope _%slope
Soil Nature Sand Loam Clay Other
Groundwater At what depth? -PO &Mee
Bedrock/Impervious Material At what depth? a Ga(o at
Domestic Water Supply Municipal a (' qer any septic system absorption is_ft.)
Percolation Test Rate: per minute per inch(test to be completed by licensed engineering/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION
Tank Size gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub)
System Type Absorption field with#2 stone Total length l32 ft.;Each trench 16111 _x A+(a_
Seepage Pit with#3 stone How many: size
Alternative System Bed or other type? E LJETL a5H RIES
Holding Tank System Total required capacity? Tank size of tanks
Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer
allow systems to be covered until such time as an As-Built plan is received & approved. The installed system must match the septic system
layout on file—no exceptions.
DEcLARATrON: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or
failure to make a material fact or circumstance know by or on behalf of an applicant, shall be void. I have read the regulations
and agree to abide by theseALLd all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
Print Name:EPPi1L]G!J Date: 11-1'7-Ile
Signature: I hC_ ,--6f /G1 T11 Date: \1— L^T—Vem
Town of Queensbury Building&Codes Septic Disposal Permit July 2014
f;
fa -
Bey
ry
co
E'
I•
LAKE
GEORGE
IxC
239.
12-
2-
11
SEP-
000798-
2016
CQ
Randles
Jeff
F
tt
s
LOCATION
W
W
42
Old
Assembly
Pt.
Rd.
z
p{
dtiryl
I
d
N
PPIF
11Y `
p.
Residential
Septic
Alteration
w
11
z
ILC
z
O
Qz
JIB
W
SITE
v
s9;
3
L
BVI
dip
r
z
I '
it
30•
Q
W
LANDS
N/
F
OF
2
v`
F
O
JAMEM.
WA
SHARY
W
LAKE
WATER
SUPPLY
r
N
SITE
LOCATION
MAP
TAXMAP
VICINITY
MAP
SCALE:
1" =
2000'
F
S
SCALE:
1" =
400'
Eg;
3j
3-_
E
V
l
a
D
in-
Lv
0
Z}
I-
DWELLING
G1
In
Z
WV
OVIO
SIHI
Pd
v
H1d0313S
38NV1SIa
3H103 (
1SV36
W
N
0p94
AIIVNOSb3d
3AV
11N3WN30a
SIHI
NO
OHS
H
a
3
O13 '
S3ON33 '
S332l1 '
3113M '
S3S(
lOH
S
O
W
Q
o'
R.
00,
3
S1O3F80
11V
HOGS
Pq
eAq
a°
pgv
rT,
r
X965°
3'
Q3
i3S8Q
2I0
N33S /
1VH
I
F
J
L
IL
Z
B
hJ`
ld
10`
Id
Ild3S
Z
I
0
y
SOILS
ANALYSIS —
TEST
PIT
DATA
JOHN
F.
ROUSSEAU
L
eqU
eNr
PS
Ir
OCTOBER
14,
2016
TO
U
R
E-
1
1
4
T
DONALD
E &
MARCELLA
M.
NEED
2
Ter°
J`
ongy
I-
i.
Z -
T
OCT.
11,
1958
380-
447
es
F-
I
I
n
PROJECT
DESCRIPTION:
THE
EXISTING
SYSTEM
SERVING
THE
9"'
4y
O
F-
I ^
al
N
RANDLES
RESIDENCE
IS
A
1965
ERA
SYSTEM
LOCATED
IN
THE
E
O (
0
a
Ne
ss
R°
W
PROXIMITY
OF
THE
HOUSE.
THE
OWNER
IS
REQUESTING
A
OVY`
I {
N
ryl
SBUt
rP#
3
meg++
z
WC
o
REPLACEMENT
SYSTEM
WITH
THE
ABSORPTION
FIELD
LOCATED
Qi (
C
G
a
FURTHER
FROM
THE
LAKESHORE.
DUE
TO
THE
SITE
TOPOGRAPHY
O
D
sunr
o
rPgl
Q
W
n
SUHLLI _
CO.
e
s
R/
eR
PTBz
Q
W
w`,
A
PUMP
SYSTEM
WITH
THEREFORE
BE
REQUIRED.
TEST
PITS
A
Z >
WERE
EXCAVATED
IN
THE
AREA
OF
THE
PROPOSED
WASTEWATER
er '
R/
View
G /
a °
Rod$
Q
r
r
SYSTEM
AND
LOGGED
BY
DENNIS
MACELROY,
PE.
THE
SOIL
LOGS
OF
THESE
EXCAVATIONS
ARE
AS
FOLLOWS:
Date;
L
ow
4
l-
r
W
y
L1
S
is
A
R
z
TEST
PIT #
1 -
NORTHEAST
CORNER
OF
TREE
AREA
9e
0 -
10"
FOREST
DUFF,
ORGANIC
MATERIAL,
LOAMY
SANDFOR
yq°;
To
4,
1,%,
A®
W
10" -
42"
FINE
LOAMY
SAND,
BROWN -
DRY
TOWN
OF
QUEENSBURY
eJ
01ROOTS
TO
24",
SOME
COBBLES/
SMALL
BOULDERS
BUILDING
DEPARTMENT
42" -
66"
FINE
SAND -
BROWN,
Based
on
our
limited
ex;
nination,
compliance
AREA=
UILDING
G
A
FIRMER
WITH
DEPTH
With
our
comments
sha•; .
IOi
i.}
e
construed
is
indicating
the
plans
ano
sppecifications
arf- .,,
2o38j,
0.
860f
AC
NO
OBSERVATION/
INDICATION
OF
GROUND
WATER
OR
LEDGE
full
compliance
with
the
8uilding
Codes
of
V
5
New
York
State.
GERALD
G.
H. &
FREDAON
PARKERSOLOMONF-
j
O
Q
n
FF--
1i
w
TEST
PIT #
2
MIDDLE
OF
TREE
AREA
GEO.
R. &
MARILYN
WASSERMANF--
1
w
MAY
17,
1966
468-
503
N
27y,
E-+
N_
0 -
10"
FOREST
DUFF,
ORGANIC
MATERIAL,
LOAMY
SAND
69
U1
x
s•
A
03Z
10" -
41"
FINE
LOAMY
SAND -
BROWN,
DRY
SOILS
ANALYSIS —
PERC
TEST
DATA
x
z
3
R
OCTOBER
19,
2016
a
N
W
O
o
o
41" -
67"
FINE
LOAMY
SAND-
BROWN,
DRY
ANTHONY
GEORGE
Q
a
THE
FOLLOWING
PERCOLATION
TESTS
WERE
PERFORMED
BY
To
y
2
U
J$i
FIRMER
AT
DEPTH
DONALD
E.
NOL7E
LANDS
OF
N/
F
Q
K
M
ENVIRONMENTAL
DESIGN
PARTNERSHIP.
ALL
TEST
HOLES
WERE
OF'
ltJ
o
M
1951
304-
350
24,
PRESOAKED
TWICE
WITH
6"
OF
WATER
AND
ALLOWED
TO
AUG.
AS7ROWSKI
2
v
m
NO
OBSERVATION/
INDICATION
OF
GROUND
WATER
OR
LEDGE
LAKE
WATER
SUPPLY
COMPLETELY
DRAIN.
PERCOLATION
TESTS
WERE
COMPLETED
AT
LAKE
W47ER
SUPPLY
12"
DEPTH
AS
PER
SHALLOW
TRENCH
SYSTEMS.
2
E
TEST
PIT #
3
WEST
SIDE
OF
TREE
AREA
PT#
1
4
V
a
0 -
10"
FOREST
DUFF,
ORGANIC
MATERIAL,
LOAMY
SAND
TRIAL
1:
1:
50
TRIAL
2:
2:
10
GRAPHIC
SCALE
W
Q
I
p
TR
AL
3:
1:
55
10" -
23"
FINE
LOAMY
SAND -
DRY
TRIAL
4:
2:
10
1
Z
23" -
65'
FINE
SAND
TO
SILTY
SAND -
DRY
pT#
2
U
11
w
FIRMER
WITH
DEPTH
TRIAL
1:
1:
45
U)
0
TRIAL
2:
2:
10
40
30
20
10
0
40
80
q
NO
OBSERVATION/
INDICATION
OF
GROUNDWATER
OR
LEDGE
TRIAL
3:
2:
15
IN
FEET)
N
1
INCH =
40
FT.
o'
a
oO
c
1
i
W
rn
F'
z
w
CONTRACTOR
TO
CONFIRM
IL
r
a
LOCATION
AND
DEPTH
OF
J
N
Z
HOUSE
SEWER
LATERAL
O
t0
2000
GAL
PRECAST
h
SB93j,
CONCRETE
SEPTIC
TANK.
Z
SEE
DETAILLANDS
NA
T
ii
Z
JAMES
C. &
MARY
V `)
Yi .`.
51
M.
WALSN
T^
LAKE
WATER
SUPPLY
ZV
1
L
1-
co
W
a7
y
REMOVE
EXISTING
TREES
W
N
Il
AS
NEEDED
FOR
ABSORPTION
W
Q
W.
DWELLING
FIELD
INSTALLATION
E"
I
0.
Luv
N)
3)
ELJEN
GSFdi
Dob
TRENCHES
AT
44
LF
Z
ZEACH.
SEE
683).
oAnF
q.
pppN
33'
AND
CROSSDSECITIONIT
H
Q
96
TO
96S
qsO
R
JOHN
F.
ROUSSEAU
Fgse
eryTREs
rT, (]
y
O70,
Q
d
C
DONALD
E. &
MARCELLA
M.
NEED
a
E
r°
j
CnpN
W
E
I
Q
OCT.
11,
1958
380-
447
O
s9ce
s
1 ,
Z
CQ
J
Z (
1r
VACANT
L,
O
CQ .
F
12
e
V
ry
ea`
TP@s
LAND
FC
a
r
F-
I
m
OD
a '
Q
cu
10
sue°
ne \
P
myt
W
r:
j
a
J
Co
1
o
egsEAlE-,
v
Tp
ReSOSJ
w /+
1Oi
V
cu
02
eRT
65
RT°
t
STP
SILT
FENCE,
TYP.
U
U]
A ®
T.T. - '
o
SEE
DETAIL
dj
r=
4
1.
419W
W
o
1000
GAL
PRECAST
oRB
ceR<
F
Z
y
CONCRETE
EFFLUENT
08•
wq
Rpypge
1{
p' '
idW
PUMP
TANK.
SEE
DETAIL
Bc,
NejT
W
O
z®
z
z
d'
E
E
w
I%
W
z
1l"
PVC
SDR-
21
AREA=
FORCE
MAIN
00.
86Of
AC
V
VACANT
GERALD
G.
H. &
FREDA
LAND
z
o
PARKER
SOLOMON
TO
GEO.
R. &
MARILYN
WASSERMAN
odeMAY
17,
1966
468-
503
N,?
y9
i ^
O
sg
7g.
W
n
o
PRECAST
CONCRETE
Y
r
1
DISTRIBUTION
BOX
ANTHONY
GEORGE
c+
w
3
SEE
DETAIL
TO
a
o
E
W
3
r
DONALD
E.
NOLTE
LANDS
N/
F
Q
2
oo
AUG.
24,
1951
304-
350
LAKE
WATER
SUPPLY
ASTROWSKI
U
G
LAKE
WATER
SUPPLYo2
ii
m
C
C
cc
N
Q.
C
GRAPHIC
SCALE
MAP
REFERENCE
O
I
Z
BASE
INFORMATION "
MAP
OF
SURVEY
OF
LANDS
Q
z
TO
BE
CONVEYED
TO
ROBERT
H. &
JEANNE
F.
U
40
30
20
10
0
40
80
W
RANDLES",
BY
JOHN
B.
VANDUSEN,
DATED
JULY
n
23,
1968
IN
FEET)
U)
1
INCH =
40
FT.
SILT
FENCE-\
5'
MN(
10'
PREFERRED)
FINISHED
GRADE
HARDWOOD
GENERAL
NOTES:
TOP
solL
O
O
POST
1.
SILT
FENCE
SHALL
BE
PLACED
A
MINIMUM
OF
5
FT.
FROM
TOE
OF
SLOPE,
10
FT.
PREFERRED,
TO
PROVIDE
SUITABLE
BACKFILL
ADEQUATE
MEA
FOR
SEDIMENT
STORAGE
AND
FACILITATE
MAINTENANCE
OF
SEDIMENT
CONTAINMENT
MFA
UNDISTURBED
4'
DIA
PERFORATED
PIPE
COBBLES,
ROCKS
TO
BE
REMOVED)
GROUND
2.
POSTS
MAY
BE
125'
0.
25'(
MINIMUM)
HARDWOOD,
TYPICALLY.
FOR
WIRE
MESH
BACK
USE
2'
x2'
NOM.
HARDWOOD,
12'-
1B'
OR
STEEL'
f'
OR'
U'
POSTS(
11b
per
IQ.
SILT
FENCE
SHALL
BE
WOVEN
GEOTEX
TILE
FABRIC(
GEOTEX
2130
OR
HOLES
5&
7
O'
CLOCK
hEQUAL).
GEO-
TEXTILE
COVER
N
w
SEDIMENT
Z
i+•
i
SLOPE
o
CONTAINMENT
3.
SILT
FENCE
ASSEMBLES
MAY
HAVE
4
FT.
OR
6
FT.
POST
SPACING,
AND
MAY
OR
MAY
NOT
HAVE
MESH
W
AREA
REINFORCEMENT.
SENSITIVE
AREAS
TO
BE
PROTECTED
MAY
NEED
TO
BE
REINFORCED
BY
USING
HEAVY
WIRE
BANDING
STRIPS
WO
a
FENCING
FOR
ADDED
SUPPORT
TO
PREVENT
COLLAPSE
j
4
THE
EIMO
EDGE
OF
SILT
INSTALLED
WNH
THE
POSTS
ON
THE
DOWEAMBE
ISSIIDE
OFNIMUM
OF
6'
THE
FABRIC.
BELOW
GROUND.
THE
FENCE
SWILL
BE
7,
O
w,
z
T4
EWEN
GSF
UNIT
5.
MNGMUM
ALLOWABLE
SLOPE
ll?
1GTI15
CONTRIBUTING
RUNOFF
TO
A
SILT
FENCE
PLACED
ON
A
SLOPE
ME:
O
BOJ,
SLOPE
MAXIMUM
CONCRETE
SAND
6'
NLN.
U
z
n
W
If
STEEPNESS
LENGTH(
Rl
2.
1
25
3:
1
50
1.
25'
x
1.
25'
12'
x
2'
NOM.
5:
1
4:
FLATTER
00
w
I'w
FOR
WIRE
MESH
BACK)
PLAN
N
HAROW000
POST
6.
MAXIMUM
DRAINAGE
AREA
FOR
OVERLAND
FLOW
TO
A
SILT
FENCE
SHALL
NOT
EXCEED
Y4
ACRE
PER
1GO
FEET
OF
4'
0
A
OR
STEELY
OR'
U'
FENCE,
WITH
MAXIMUM
PONDING
DEPTH
OF
1.
5
FEET
BEHIND
THE
FENCE;
MD
EROSION
WOULD
OCCUR
IN
THE
1+
y -
I
tlL/
Q
SECTION
POSTS
0
Ib/
IF
MIN.)
FORM
OF
SHEET
EROSION;
AND
THERE
IS
NO
CONCENTRATION
OF
WATER
FLOWING
TO
THE
BARRIER
Q'
L
36' -
6'
MIN.
3'
MIN
V
f
z
7.
MEASURESSHALL
BE
INSPECTED
EVERY
SEVEN(
7)
CALENDAR
DAYS.
AFTER
EACH
RAINFALL
OF.
5'
OR
MORE
rn
WITHIN
A
12
HOUR
PERIOD,
OR
DAILY
DURING
PROLONGED
RAINFALL
MEASURES
SMALLBE
CLEANED
AN
REPAIRED
AS
REQUIRED.
3'
IMPERVIOUS
STRATA,
BEDROCK,
OR
Tn
WOVEN
CEOTEXTILE
FABRIC
8.
SEDIMENT
SHALL
BE
REMOVED
WHEN
ACCUMULATION
REACHES
ONE-
HALF
OF
THE
MEASURE
HEIGHT.
SEDIMENT
SEASONAL
Z W
HIGH
GROUNDWATER
V
L
GEOTEX
2130(
OR
EQUAL)
SHALL
BE
DISPOSED
OF
AS
UNSUITABLE
MATERIAL
WOVEN
WIRE
MESH
RENFORCEMENT
It
IF
NECESSARY)
MIN.
14
GAUGE
WITH
MAX.
6'
OPENING
SEDIMENT
CONTAINMENT
AREA
5'
MIN(
10'
PREFERRED)
E
LJ
E
N
GSF
CROSS
SECTION
rW
NNN
SILT
FENCE
ASSEMBLY!
W
0. `-
Ill I4
SEE
INSTALLATION
NOTES)
INSTALLATION
NOTES:
r
NOT
TO
SCALE
z _
1.
FASTENED
FABRIC
TO
WOVEN
POSTS
WITH
TD
BE
Z
FASTENED
SECURELY
TO
FENCE
POSTS
WffH
WIRE
TES
OR
STAPLES.
TOE
OF
SLOPE
2.
FILTER
CLOTH
TO
BE
FASTENED
SECURELY
TO
WOVEN
W
WIRE
FENCE
WITH
TES
SPACES
EVERY
24'
AT
TOP
GENERAL
SANITARY
NOTES:
E'(
AND
MID
SECT
ON.
Tn
0
W
W
3.
WHEN
TWO
SECTIONS
OF
FILTER
CLOTH
ADJOIN
EACH
Q
C
AIN
OTHER
THEY
SHALL
BE
OVERLAPPED
BY
SIX
INCHES,
1,
MAINTAIN
100SEPARATION
BETWEEN
SEPTIC
SYSTEM
AND
ANY
WELL
CONTRACTOR
SHALL
VERIFY
THE
I
a
FL
1
FOLDED
AND
AR.
LOCATION
OF
ALL
EXISTING
WELLS
PRIOR
TO
CONSTRUCTION.
UNDISTURBEDGROUND
4.
MAINTENANCE
SMALL
BE
PERFFORMED
AS
NEEDED
EW
N
A
ZQ
AND
MATERIAL
REMOVED
WHEN'
BULGES'
DEVELOP
IN
2.
MINIMUM
SEPERATION
BETWEEN
SEPTIC
TANK
AND
BUILDINGS
SHALL
BE
10
FEET.
z
O
V
THE
SILT
FENCE
I"
L
I
N
i
RETAIN
EXISTING
VEGETATION,
a
3.
MINIMUM
SEPERATION
BETWEEN
EDGE
OF
TRENCHES
AND
70E
OF
FILL (
RAISED
SYSTEMS)
AND
BUILDINGS
E-
i
4
0
L
L.0
IF
POSSIBLE '+
SHALL
BE
20
FEET,
1
a `!
r
z
1-
T
0)
f
a
EXCAVATE
TRENCH,
BURY
SILT
FENCE
FABRIC
l
4.
MINIMUM
SEPERATION
BETWEEN
PROPERTY
LINE
AND
EDGE
OF
TRENCHES
OR
TOE
OF
FILL (
RAISED
a
m
Co
J
A
o
AND
BACKFILL/
COMPACT
EXCAVATED
EARTH
SYSTEMS)
SHALL
BE
10
FEET.
IL_'
71
z•]y(
m
W
q
q.
f
V
a
S.
MINIMUM
SEPERATION
BETWEEN
WELL
AND
SEPTIC
TANK
TO
BE
50
FEET.
r,
W
r
SECTION
6.
ALL
CONSTRUCTION
TO
BE
IN
COMPLIANCE
WITH
THE
NEW
YORK
STATE
SANITARY
CODE.
cr
d
Z
o
SILT
FENCE
DETAIL
7.
REQUIRED
INSPECTIONS (
TO
BE
PERFORMED
BY
PROFESSIONAL
ENGINEER):
rx4~'
Q
Z
SILT
FENCE -
TEMPORARY)
O
I%
W
W
NOT
TC
SCALE
A)
PRIOR
TO
PLACEMENT
OF
SEPTIC
TANK
OR
COMMENCEMENT'
OF
FI
Z
THE
TILE
FIELD
CONSTRUCTION.
W
O
B)
DURING
THE
INSTALLATION
OF
ANY
REQUIRED
FILL
MATERIAL
y
jCQ0
W ^
dEFE
W
Y.
W
z
C)
PRIOR
TO
BACKFILLNG
TRENCHES.
a
BACKFILL
WITH
CLEAN
D)
FINAL
INSPECTION
UPON
COMPLETION
OF
THE
SYSTEM.
tiL
PERFORATED
4"
PVC
GRANULAR
MATERIAL
LIGHTLY
COMPACT
WITH
3
DISTRIBUTION
PIPE
B.
CRUSHED
STONE
SHALL
BE
CLEAN,
DURABLE
AND
NO
SMALLER
THAN
OR
LARGER
THAN
1-
1/
2"
DIAMETER.
a
BACKHOE
BUCKET.
APPLY
EWEN
GSF
LINT
a
FINISHED
GRADE
4"-
6"
OF
TOPSOIL
SEED
SEE
DETAILS.
9.
WHEN
THE
TRENCHES
HAVE
BEEN
EXCAVATED,
THE
SIDES
AND
BOTTOM
SHALL
BE
RAKED
TO
SCARIFY
ANY
rr,
AND
MULCH.
SMEARED
SOIL
SURFACES.
e
11
K
FILTER NON-
WOVENFABRIC
10.
CONSTRUCTION
EQUIPMENT
NOT
NEEDED
TO
CONSTRUCT
THE
SYSTEM
SHOULD
BE
KEPT
OFF
THE
AREA
TO
2
BE
UTILIZED
FOR
THE
ABSORPTION
TRENCH
SYSTEM
TO
PREVENT
UNDESIRABLE
COMPACTION
OF
THE
SOILS.
W
T
w
11.
EACH
DISTRIBUTION
LINE
SHALL
CONNECT
INDIVIDUALLY
TO
THE
DISTRIBUTION
BOX
AND
EXIT
AT
THE
SAME
SLOPE
FOR
THE
FIRST
5
FEET
TO
10
FEEL—
iT
FROM
THE
BOX (
1/
B"
PER
FOOT).
F
q
E-
1
cc
12.
THE
DISTRIBUTION
BOX
SHALL
BE
SET
LEVEL
AND
ARRANGED
SO
THAT
EFFLUENT
IS
EVENLY
DISTRIBUTED
TO
r,
o7'
I
I
I _
i
fl,
EACH
DISTRIBUTION
LINE.
ADEQUATE
PROVISIONS
SHALL
BE
TAKEN
TO
ASSURE
STABILITY
AND
PROVIDE
h+
i
3
0
I
I
I
I
I
I-
I
I—
I
I
II
I_
I
I
I
I
I=
I
I
II
I
I—
I
I
I
I—
I
I—
I
I1—
I
I
I
I—
I
I
I
ACCESS
FOR
INSPECTION
OF
THE
DISTRIBUTION
BOX.
Q
O
o
PL
13.
THE
PIPES
CONNECTING
THE
DISTRIBUTION
BOX
TO
THE
DISTRIBUTION
LINES
SHALL
BE
TIGHT
JOINT
c <
EXISTING
GRADE
CONSTRUCTION
LAID
ON
UNDISTURBED
EARTH
OR
PROPERLY
BEDDED
THROUGHOUT
ITS
LENGTH.
O
14.
THE
SYSTEM
DESIGN
DOES
NOT
INCLUDE
PROVISIONS
FOR
GARBAGE
GRINDERS.
IN
THE
EVENT
THAT
W
ED
3'
MIN
SEPARATION
GARBAGE
GRINDERS
ARE
TO
BE
INSTALLED,
THE
CONTRACTOR
SHALL
NOTIFY
ENGINEER
PRIOR
TO
SEPTIC
N
TO
GROUNWATER
INSTALLATION
FOR
NECESSARY
MODIFICATIONS.
18'
OR
BEDROCK
15.
FOOTING
DRAINS,
SUMP
PUMPS
OR
WATER
SOFTENER
DISCHARGES
SHALL
NOT
BE
CONNECTED
INTO
THE
SEPTIC
SYSTEM.
6"
THICK
CONCRETE
NOTE:
16.
CONTRACTOR
TO
COMPLY
WITH
ALL
O.
S.
HA.
AND
OTHER
STATE
AND
LOCAL
SAFETY
REQUIREMENTS
DURING
Z
SAND
BED.
ABSORPTION
FIELD
TO
BEA
CONSTRUCTIONO
SHALLOW
ABSORPTION
TRENCH
SYSTEM
Z
lyj
17.
AS
PER
NEW
YORK
STATE
INDUSTRIAL
CODE
53:
CALL
1-
800-
962-
7962
TO
LOCATE
BURIED
CABLES,
OR
J =
OTHER
UNDERGROUND
UTILITIES,
NO
LESS
THAN
TWO,
OR
MORE
THAN
TEN
WORKING
DAYS,
PRIOR
TO
Q
i
ELJEN
S.
FTRENCHES
SECTION
A.
A'
DIGGING,
DRIWNG,
EXCAVATING,
DRMNG
POSTS,
ETC.
U)
NOT
TO
SCALQ
J:
b
REPLACEMENT
WASTEWATER
SYSTEM:
BASIS
OF
DESIGN
HEAVY
DUTY
GASKETED
LOCKING
FINISH
GRADE
FRAME
AND
COVER.
USE
CAMPBELL
FOUNDARY#
1502A
OR
EQUAL
co
REGULATORY
AUTHORITY:
TOWN
OF
QUEENSBURY
r
ASPHALTIC
III
II
III—
N •
III=
IIII—
I
III
II
ACCESS
D
RINGS
W
o
CQ
MH
GRADE
RINGS)
CSI
DESIGN
STANDARDS:
NEW
YORK
STATE
DEPARTMENT
OF
HEALTH (
10NYCRR
APPENDIX
75—
A),
WASTEWATER
TREATMENT
STANDARDS
SEAL
II = - =
I
2'
I.
D.
AS
PER
INDIVIDUAL
HOUSEHOLD
SYSTEM.
FORT
MILLER
OR
EQUAL
AS
REQUIRED)
1
TOWN
OF
QUEENSBURY
ORDINANCE -
CHAPTER
136:
SEWERS
AND
SEWAGE
DISPOSAL -
PART
1,
ON-
SITE
SEWAGE
DISPOSAL
INLET
SYSTEMS
4'
OR
3•
MIN.
OUTLET
N
BLDG.
SEWER
Z
L,
Z
WpA
PROJECT
DESCRIPTION:
THE
EXISTING
WASTEWATER
SYSTEM
SERVING
THE
RANDLES
RESIDENCE
ON
OLD
ASSEMBLY
POINT
ROAD
IN
A'
WATER
TIGHT
JOINT(
TYP.)
C-'
T
SANITARY
tJ
F1
TEE
io
PARGE
W/
NON—
SHR
K
G
O
T
THE
TOWN
OF
QUEENSBURY
IS
50+
YEARS
IN
AGE
AND
IT
IS
THE
APPLICANT'
S
INTENT
TO
PROVIDE
A
REPLACEMENT
DESIGN
FOR
THE
I"
9
w
4"
MIN.
INSIDE &
OUT
EXISTING
SYSTEM.
THIS
PLAN
PROPOSES
A
NEW
DESIGN
FOR
SEPTIC
AND
PUMP
TANKS
IN
A
SIMILAR
LOCATION
ON
THE
PROPERTY
ALL
JOINTS
BE
Loi
FULL
2
O
Z
LIQUID
LEVEL
TO
BITUMINOUS
SANITARY
TEE
W
O"
AS
THE
EXISTING
SEPTIC
TANK.
THE
PROPOSED
ABSORPTION
FIELD
WILL
BE
LOCATED
FURTHER
AWAY
FROM
THE
LAKESHORE.
THE
WATERTIGHTANNTERIOR -
O
EFFLUENT
FILTER
BYLEAKAGE
TESTECOAT <
jPOLYLOK
PL-
122
NEW
SYSTEM
WILL
CONSIST
OF
A
NEW
SEPTIC
TANK
WITH
EFFLUENT
FILTER,
A
PUMP
PIT
WITH
A
DUPLEX
PUMP
ASSEMBLY
AND
AN
PRIOR
TO
BACKFILOP
300M
O
BAFFLE
WTH
0
EQUAL
4"
X18"
MIN.
rr
ABSORPTION
FIELD
AREA
USING
ELJEN
GSF
TECHNOLOGY.
114
0
Z
W
U
r >
SOILS
ANALYSIS:
SOILS
INVESTIGATIONS
IN
THE
AREA
OF
THE
PROPOSED
ABSORPTION
FIELD
FOUND
A
FINE
SANDY
LOAM
TO
SANDY
3-
6"
1
Z
d
I
1•
6'•
TO
12'•
LAYER
i
11—_!
SILT
TO
A
DEPTH
OF
6'+/- .
NO
BEDROCK
WAS
FOUND
WITHIN
THE
6'
TEST
HOLE.
THE
PERCOLATION
RATE
OF
THE
EXISTING
FINE
PEA
GRAVEL
OR
CRUSHED
STONE
q
T
M
y
SANDY
SILT
SOIL
IS
IN
THE
2-
3
MINUTE/
INCH
DESIGN
RANGE.
SECTION
VIEW
BEDDING
LAYERWW4i
M/
NOTE:
W
WATER
SUPPLY:
THE
CURRENT
WATER
SUPPLY
SERVING
THIS
LOT
IS
LAKE
GEORGE.
NEIGHBORING
PROPERTIES
TO
THE
NORTH
AND
ASPHALTIC
INLET
INVERT
IS
3"
ABOVE
E
r
Z
SOUTH
OF
THIS
PROPERTY
ALSO
USE
LAKE
GEORGE
AS
THEIR
WATER
SUPPLY.
SEAL
2"
MIN)
iWi
v
I
PROJECTED
FLOWRATE:
THE
EXISTING
RESIDENCE
HAS
A
TOTAL
OF
FOUR
STANDARD
BEDROOMS.
IT
IS
THE
OWNER'
S
INTENT
TO
0
V
L)
z
In
PROVIDE
FOR
AN
EXPANDED
SYSTEM
DESIGN.
BASED
ON
A
SIX(
6)
BEDROOM
COUNT
AND
NYS
DOH
STANDARDS
FOR
POST
1991
INLETS
IFiI
OUTLETS
L
WATER
SAVING
FIXTURES ®
110
GALLONS
PER
DAY
PER
BEDROOM,
THE
AVERAGE
DAILY
FLOW (
ADF)
IS
660
GALLONS.
THIS
FLOWRATEjk
jI
I
O
yy
F/
W
DOES
NOT
INCLUDE
THE
USE
OF
A
GARBAGE
GRINDER (
NOR
IS
ONE
RECOMMENDED)
OR
A
HOT
TUB/
SPA.
ADDITIONAL
FLOWRATE
W
g
N
0:
NOTE:
INLET
PIPE
MUST
BE
INCLUDED
IN
THE
DESIGN
SHOULD
EITHER
OF
THESE
COMPONENTS
BE
PART
OF
THE
HOUSE
DESIGN.
BETWEEN THE
SLOPE
OFTHE
RESTHE
IDENTIAL
UNIT
BAF
BAFFLE
NOT
REQUIRED
FOR
AND
THE
SEPTIC
TANK
TO
BE
TANKS
LESS
THAN
10
FT.
LENGTH
L
SEPTIC
TANK:
THE
REQUIRED
CAPACITY
FOR
A
SIX
BEDROOM
FLOWRATE
IS
2000
GALLONS.
THE
RECOMMENDED
TANK
FOR
THIS
1/
4"
PER
FT.
C
V
SYSTEM
IS
A
2000 (
MIN)
GALLON
PRECAST
CONCRETE
TANK
WITH
BAFFLE (
TWO
COMPARTMENTS)
BY
UTOPIA
ENTERPRISES
OR
EQUAL
I
C.
Z
r
W
AND
AN
EFFLUENT
FILTER
AT
THE
DISCHARGE
OUTLET.
THE
FRAME
AND
COVER
FOR
THE
TANK
ACCESS
OPENING
SHALL
BE
POLYLOK
PLAN
VIEW
n
Z =
ACCESS
SYSTEM
COMPONENTS
OR
EQUAL (
22"
MIN.).
TANK
SIZE
MIN.
LIQUID
DEPTH "
A"
TANK
DIMENSIONS "
B" "
C•' "
O" "
I"
OUTSIDEHEIGHT
EFFLUENT
FILTER:
AN
EFFLUENT
FILTER,
POLYLOK
PL-
122
OR
EQUAL,
SHALL
BE
INSTALLED
ON
THE
DISCHARGE
OUTLET
OF
THE
2000
GAL
3-
s"
o'
x
13'-
O"
4'-
6"
4'-
9"
5-
11"
EFq (/
v
W
SEPTIC
TANK.
q
a
ELUENT
PUMP
PIT
AND
PUMP
ASSEMBLY:
SEPTIC
TANK
EFFLUENT
SHALL
FLOW
TO
A
PRECAST
CONCRETE
PUMP
PIT,
BY
UTOPIA
a'
C
L
C
ENTERPRISES
OR
EQUAL,
HOUSING
A
DUPLEX
PUMP
ASSEMBLY
AND
CONTROLS
FOR
TIMED
DOSING
OF
THE
EFFLUENT.
THE
EFFLUENT
FMC
TANK
0200
HEAVY
DUTY
SEPTIC
TANK)
E-
J
zCPUMPS
SHALL
BE
GOULD
MODEL
3885
OR
EQUAL,
CAPABLE
OF
15
GPM
AT
A
TDH
OF
15
FEET (
MIN).
THE
CONTROL
PANEL
WITHAUDIBLE
ALARM
AND
REMOTE
LIGHT
SHALL
BE
LOCATED
WITHIN
MECHANICAL
SPACE
OF
THE
HOUSE.
THE
PUMP
CONTROLS
SHALL
CALE
BY
UTOPIA
DR
EQUAL
y+
I
a
Q
N
INCLUDE
A
TIMED
DOSE (
2
HOURS
PER
CYCLE -
MINIMUM)
WHICH
DELIVERS
A
DOSING
VOLUME
OF
APPROXIMATELY
80%
OF
THE
E—+ _
4
P.,0
cq
qZ
PIPING
CAPACITY
PER
CYCLE.
A
QUARTER
TURN
VALVE
SHALL
BE
INSTALLED
ON
THE
DISCHARGE
PIPING
WITHIN
THE
PUMP
TANK
TO
J
ALLOW
FOR
PROPER
DRAIN
BACK
OF
THE
FORCE
MAIN
VOLUME
AFTER
PUMP
SHUTDOWN.
THE
ACCESS
TO
THE
PUMP
PIT
SHALL
BE
POLYLOK
ACCESS
SYSTEM
COMPONENTS (
30"
MIN.)
OR
EQUAL.
THE
PUMP
PIT
SHALL
BE
VENTED
BACK
TO
THE
HOUSE
STACK.
w
Q
a
Z
col
W
30"
FRAME
AND
COVER
TO
BE
1
W
CC
v
FORCE
MAIN:
THE
FORCE
MAIN
PIPING
SHALL
BE
1—
Yf
HDPE
PIPE
INSTALLED
TO
THE
DISTRIBUTION
BOX
AT
THE
FIELD
AREA.
THE
HEAVY
DUTY
PLASTIC
FRAME
AND
PRECAST
PLASTIC
W
G
FORCE
MAIN
SHALL
BE
INSTALLED
AT
A
POSITIVE
GRADE
TO
ALLOW
IT
TO
SELF-
DRAIN
BACK
TO
THE
PUMP
PIT.
THE
FORCE
MAIN
COVER
ASSEMBLY
BY
POLYLOK
RISER
BY
NECESSARY OR
W
W
a
p
OTANK
OR
R
EQUAL
EQUAL
B
NECESSARY
TI]
SHALL
ENLARGE
TOA
4"
PVC
PIPE
AT
LEAST
4'
OUTSIDE
THE
D—
BOX.
CDA
I'
Z >
FIX
FLOAT
BRACKET
TO
TOPOF
SECTION.
L
I--
I
0
r
2
DISTRIBUTION
BOX:
THE
D-
BOX
SHALL
BE
A
PRECAST
CONCRETE
BOX
BY
UTOPIA
ENTERPRISES
OR
EQUAL.
SPEED
LEVELERS
SHALL
5%
W
W
o
BE
PROVIDED
FOR
USE
IN
EACH
PIPE
INVERT.
THE
INLET
TO
THE
D-
BOX
SHALL
BEA
4"
PVC
PIPE (
4'
MIN.)
WHICH
RECEIVES
FLOW
0 '
W
FROM
THE
FORCE
MAIN
PIPE.
12
t
OR ' '
z
PRECAST
CONCRETE
ABSORPTION
FIELD:
THE
PROPOSED
ABSORPTION
FIELD
SHALL
BEA
ABSORPTION
TRENCH
CONFIGURATION
USING
ELJEN
GSF
UNITS.
PUMP
CHAMBER (
1000
GAL
0
Z
Q
Z
THERE
SHALL
BE
THREE
LATERALS,
EACH
OF
44
LF,
PROVIDING
A
TOTAL
OF
132
LF
FOR
THE
SIX
BEDROOM
SYSTEM.
TO
MAINTAIN
J
OPTIONAL
SEPTIC
TANK)
W/
30"
OPENING
j
0
E
E
W
O:
W
TIMER
BY
UTOPIA
ENTERPRISES
OR
EQUAL
MAXIMUM
VERTICAL
SEPARATION
THE
FIELD
SHALL
BE
CONSTRUCTED
AS
A
SHALLOW
ABSORPTION
TRENCH
SYSTEM
AS
INDICATED
BY
07
GUIDE
RAIL
OVERRIDE
THE
CROSS-
SECTIONAL
VIEW
SHOWN
ON
THIS
SHEET.
THE
AREA
OF
THE
DISPOSAL
FIELD
SHALL
BE
APPROXIMATELY
46'
X
18'.
Of
UU')
SYSTEM) BY
CONERY
FLEXIBLE
BOOT
I
O
O
ALARM
TYPE
CONNECTOR (
TYP)
OL
FLOAT
MANUFACTURING
G
AOBE
TO
CONTROL
PANEL
a
NOTE:
0:
2
AT
HOUSE-
SEE
NOTE
o
M
1.
PIPE
JOINTS
TO
BE
SEALED
WITH
TRANSITION
FROM
SIDR7
TO
ASPHALTIC
MATERIALS
OR
EOUIVALENT.
TO
SEPTIC
TANK
CONTRACTOR
TO
INSTALL
X
UNION
nr
4"
PVC
SDR
26
AS
REQUIRED
Q
DISCONNECT
1I
4"
PVC
AT
1%
MIN.
r,
cc
2"
STYROFOAM
BLUE
BOARD
2.
INVERT
ELEVATIONS
OF
ALL
L
F+
icc
OVER
TOP
OF
D-
BOX
OUTLET
PIPES
MUST
BE
EOUAL.
4'
f
Y4
TURN
BALL
VALVE
DRAIN
BACK
t
J.
THE
SLOPE
OF
OUTLET
PIPES
VALVE
FOR
COLD
CLIMATES
n
a
GRADE
BETWEEN
THE
DISTRIBUTION
BOX
AND
SEASONAL
APPLICATIONS
H
Q
1~
AND
THE
DISTRIBUTOR
LATERALS
SHOULD
BE
I/
B"
PER
FOOT.
FLOW
15'±
I
IIII
11
z
REMOVABLE
COVER
I
I
I
lI
I
W
E-
I
z
TO
DISTRIBUTION
BOX
SEE
OTE
BALL
CHECK
VALVE
r,
O
z
EXTEND
INSULATION
2'
w\
N
ALLDTOP
OF
DIR
DIRECTIONS
I-
I
I
I.-•
1-
40-400
IIII
of
1
1/
2'
PVC
FORCE
MAIN
I
III_
rL
O
ENABLERFLOAT
BAFFLE
I
III—
I
CRUSHED
STONE
BACKFILL
TO
O0
N
INLET
IELEV.
2-
MIN
T
r''':`•_'-•`- ;::
j...•`"-••
SPRINGLINE
OF
PIPE (
TYP.)
I
II—
III-
O
O
EL7Ul
rzCONMAOroR
TO
USE
Sp®
1
ese
SUBMERSIBLE
EFFLUENT
PUMPS;
6"
MIN
CRUSHED
STONE
III=
NOTE:
OUTLET
GAUZE
FLollc
OR
APPROVED
EQUAL
IM
er
roar
M[
tea
71)
MODEL
3885
BY
GOULDS
PUMPS =
LEVELING
FOUNDATION
III—
I
II -
RESSURALL
FONNECTIONS
TO
USE
yl
I"-
5"
II _ —
UUNDI
RBED•
SUBGRADE-_
III—
III- -
CONTROL
INSULATE
FORCE
MAIN
2'
I
I—
I
I
I—
II-
I—
II-
I—
III-
1
I
1=
1
IT
I
r
TI
1—
III—
III-
III-
I
DOSE
PANE
LASJE
RHOMBUSS
IFS
Q
PVCS
LESS
r• ~"
I —
III
III—
III—
I
I—
III=
III—
III—
III—
III—
I' —
II(—
SERIES
OR
EQUAL
O
I
THAN
4'
12"
MIN
CLEAN
SAND
OR
PEA
GRAVEL
FLOAT
SETTINGS
TO
BE
DETERMINED
J
Z
BY
THE
ENGINEER
DURING
WASTEWATER
V
SYSTEM
STARTUP
0FORCE
MAIN{
CONNECTION
TO
D—
BOX
DUPLEX
PUMP
PIT
w
NOT
TO
SCALE
NOT
T
SCALE
Q
e
2
AM'
K
W,
11141,-,
N
A
ITT
M,
S:
114
a,
IT
V,4
E
2
x
KA
nw,
o
T
AA
4,,
k
m
S
0,
Om
P,
C,
t
0
AA
TRICAM.
N
140JA
Ml-tg
4"
45
p,
T
m
YTI
N
l
N
N
t
Y,
f
k
Aon,
O
pprov
ca
ilid,
gg
tq
n
dei
mn
app
icauf2-
gjf
A
eev
pip4)%
i,
NVN,
3
i
Rig
0 Mu
N
w
Oihi—
P;
Cicl;
y%
I,,
T_z
ANl"
4,
tl
MA,KON
J-
A
d
M'
TO
ale'
TFi-
O
H
gerd;
lea,
or
umpl
E
e ;
n
was
r,
ijw.
di
p
or,
ec
I
C
G
R
ar
sp
Ne
on
L
0
2,
8
0;
l
I '
A
TED
to
SMC
CEr-,
4'[)
AT,.
E'!
L"","","'
TMCTO
R
OW7
R
C ED
11
ARD
EL
E
UDUP
CH
A
Ll
I
S
rof
PEC7
ENVIRONMENTAL DESIGNCKPPARTNERSHIP, LLP. 900 Route 146 Clifton Park,NY 12066
P)518.371.7621 (F)518.371.9540 edplip.com
Shaping the physical environment
January 22, 2018 D E C E 0 V E
Town of Queensbury Building & Codes
MAR 15 2018
742 Bay Road TOWN OF QUEENSBURY
Queensbury, NY 12804
BUILDING 8 CODES
Attn: Dave Hatin
Re: Randles Wastewater -42 Old Assembly Point Road
Dear Dave:
In compliance with application approvals granted by the Town of Queensbury I offer
the following regarding the referenced project.
The design plans,prepared by this office and reviewed and approved by the Town
as associated with the wastewater system application, are as follows:
Replacement Wastewater System For The Randles Residence
Sheet WW-1 Existing Conditions Plan
Sheet WW-2 Wastewater System Plan S BUILTSheetWW-3 Site Details
Sheet WW-4 Wastewater Details
Dated., November 9, 2016
During the course of construction I was on the job site to observe key components
of the system installation culminating with the `start-up' of the pump assembly and
control panel system on November 2, 2017. Field measurements of the absorption
system corners have been provided and since the septic tank and pump tank have
been relocated an 'as-built' sketch is provided for the file. Based on my inspection
of the system start-up it is my opinion that the wastewater system is in compliance
with the intent of the approved design plan and is ready for operation.
Dave Hatin ENVIRONMENTAL DESIGN, PARTNERSHIP, LLR
January 22, 2018 Shaping the physical environment
Page 2
Please contact me should you require any further information.
Sincerely,
Dennis MacElroy, PE
Partner
Environmental Design Partnership
4 Glens Falls Technical Park, Box 6
Glens Falls, NY 12801
518) 376=4486
cc: Jeff Randles
2
900 Route 146 Clifton Park,NY 12065
P)518.371.7621 (F)518.371.9540 edpllp.com