2014-572 TOWN OF QUEENSBURY
Iwo 742 Bay Road,Qucensbuty,NY 12804-5902 (518)761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20140572 Date Issued: Monday, July 27, 2015
This is to certify that work requested to be done as shown by Permit Number P20140572
has been completed.
Tax Map Number: 523400-309-009-0002-001-000-0000
Location: 200 LUZERNE Rd
Owner: HOMESTEAD VILLAGE L P
Applicant: HOMESTEAD VILLAGE L P
This structure may be occupied as a:
Septic Alteration Residential
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,
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 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20140572 Application Number: A20140572
Tax Map No: 523400-309-009-0002-001-000-0000
Permission is hereby granted to: HOMESTEAD VILLAGE L P
For property located at: 200 LUZERNE 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 Value
Owner Address: HOMESTEAD VILLAGE L P
4294 ROUTE 5 Septic Alteration Residential
CALEDONIA,NY 14423 Total Value
Contractor or Builder's Name /Address Electrical Inspection Agency
SANITARY SEWER
GEORGE DRELLOS 792-7257
PO BOX 224
GLENS FALLS NY
Plans&Specifications
2014-572 165 Elmhurst
Res. Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,November 14,2015
(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 date.)
Dated at the Town f Quee sbury��//Fri. . ,y ovember 14,2014
air
SIGNED BY a, - • aL for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
Town of Queensbury Building & Codes %41, Received:
Tax Map ID: — ► -
SEPTIC DISPOSAL PERMIT NOV 1 u 2014 Permit No.: IML.
A permit must be obtained before beginning construction Permit Fee: $ reg rWan
Approvals: 4
Applicant: k//%;14, InstallerBuilder ��r��r J��,,,-� f�vr e
Address: Lcr-¢ /6.T %lr��c.-'I^ Address y 22(7-
/.--;07&
1y/. /& /'-7 72 /22
Phone: Phone 792 - 7 2 ss
Owner: is cSl ///7-7Location of Installation Lok /6
Address: Ler ze.-"c /lo, ,- 4 (i.//'-x
Phone
/� 76e.
Contact Person for Building&Code Compliance: C 6,,,ez.",„ Day Phone: ���
Residence Information:
Year Built #of Bedrooms x Gallons per bedroom =Total Daily Flow
1980 or older x 150 = Garbage Grinder installed? /vy
1981-1991 x 130 = Spa or Hot Tub Installed? /14
1992-Present .2 x 140 /‘-'4' = 3�
Parcel Information: ``/`
Topography /Flat Rolling _Steep Slope %Slope
Soil Nature 14- Sand _Loam _Clay _Other
Groundwater At what depth? '/*
BedrocklImpervious Material At what depth? /1-11-
Domestic Water Supply X Municipal Well(if well,water supply from any septic system absorption is ft.)
Percolation Test Rate- /- per minute per inch(Test to be completed by a licensed professional engineer or architect)
Proposed System for New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect
(unless installed in a Planning Board approved subdivision).
Tank size / gallon(minimum size 1,000 gallons),add 250 gallons to size of septic tank for each garbage grinder,spa or whirlpool tub
System Type: Absorption Field(with#2 stone) Total length /S0 ft. Each trench S�' X -5-
Seepage
3Seepage Pit(S)(with#3 stone) How many? Size?
Alternative System Bed or other type? -
Holding Tank System Total required capacity? —< Tank size? #of tanks?
NOTE: 1)Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency-see Certified Electrical form
on Town website; 2) Effective as of March 23, 2006 Septic System-As Built Plot Plan: The Building Department will no longer allow systems to be
covered until such time as an As-Built Plot Plan is received and approved by the Building Inspector. The installed system must match the septic system
layout on file. There will be no exceptions.
For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based
upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an
applicant,shall be void.
✓I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary
Sewage Disposal Ordinance.
Print Name: ry �JJ Date: // /D
Signature: Date: //- /c
Town of Queensbury Building&Codes Septic Disposal Permit 518-761-8256
Town of Quevbury-Building &Code Enforcement
Office No. (518) 761-8256
Septic Inspection Report
Inspection request received: 3)22 2a1b
Name: \nne S i..d 1\ __) Inspected on: 7.5L I""'
Location: 165 6-11- 1-,v,YsIC Arrive: /Nip a.m./p.m.
Permit No.: 2Z)11\ - -)f)"2-- Inspector's Initials: . .A,44111
Comments and/or diagram
Soil Type: Sand/Loam/Clay
Type of Water: Municipal I Well Water
Waterline separation distance ft. 11
Well separation distance ft. SSS ` I
Other wells: ft.
r
Well Casing Length 50'+/- Y N_N/A
[150'to well required if NO]
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
5JV- ---..
Building to tank
Tank to Distribution Box
Distribution Box to Field/Pit
Opening Sealed: _Y_N
End Cap __N
Inlet/Outlet Pipes&Baffles _Y_N
Manholes 12"or less below grade _Y_N
[provide extension collar if Yes] _Y_N
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plo N
Engineer Report a As-Built Y N
ETU Maintenance Contract provided _Y_N
Location of System on Property:
Front R r Left Side Right Side Middle Front Middle Rear
S stem Use Sta s:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
4.1
Disapproved
Septic Inspection Report
Town of Queensbury Building & Code Enforcement
ILies 1i ) 301Q
Office No. (518) 761-8256
Septic Inspection Report
Inspection request received:
Name: - ernc.°s`i--eacl Inspected on: -- —
Location: g hmA k,Nti rsi' Arrive: a.m./p.m.
Permit No.: f (1-51)A Inspector's Initials: , 1.....'
Comments a d/or diagram
Soil Type: a L lay
Type of Water: unici /Well Water
Waterline separation distance
idWell separation distanceOther wells:
Well Casing Length 50'+I- Y N NIA
[150'to well required if NO]
Absorption Field: Total length /j ft.
Length of each trench ( ft.
Depth of trenches #. ft.
Size of Stone -0-2—
Seepage Pits: Number (�
Size: / " 1t
Stone Size:
Piping Size Type
Building to tank `� ,fic-iC)
Tank to Distribution Box `tr
Distribution Box to Field/Pit `sZr--72,i1
3cs i
Opening Sealed: N/Y N
End Cap N
Inlet/Outlet Pipes&BafflesV721
Manholes 12"or less below grade Y
[provide extension collar if Yes] _Y_N
7 6 c-
Location/Separations
Foundation to tank ft. --- f -t -C.L_. 6-t; +&
Foundation to absorption ft.
Separation of Pits ... ...i---7)ft_ R-j0 }..–
Conforms as per Plot Plan ( �'""N ' ��k'
Engineer Report and As-Built _Y_N -,------
ETU Maintenance Contract provided _Y N
Location of System on Pr :
Front Rear Left Sid Right Side Middle Front Middle Rear
S stem Use St s:
Approved
Partial Approved and needs to be re-inspected, please call the Building&Codes Office
Disapproved
Septic Inspection Report
INSPECTION REQUIREMENTS:
ENGINEER OF RECORD TO INSPECT TRENCHES PRIOR TO BACKFILLING
NOTE:
7) BASEMAP INFORMATION OBTAINED FROM PUBLICALLY AVAILABLE
RESOURCES AND DOES NOT REPRESENT AN ACTUAL FIELD
INSTRUMENT SURVEY
LEGEND:
E.O.W.
DENOTES EDGE OF WOODS
EX.
DENOTES EXISTING
MIN.
DENOTES MINIMUM
PVC
DENOTES PLASTIC PIPE
SON.
DENOTES SCHEDULE
W. S.
DENOTES WATER SHUTOFF
EXISTING SANITARY STRUCTURES
INCLUDING SEPTIC TANK AND SEE
DEVICES ARE TO BE CRUSHED IN
AND FILLED WITH NATIVE MATERII
/V OR Ty
PROPOSED WYE AND 4" PVC SDR —35
(GASKETED BELL) AT 1% MIN.
WOODS
PROPOSED DISTRIBUTION BOX #2
(SEE DETAIL - SHEET 2)
PROPOSED ABSORPTION FIELD
3 LINES AT 50 FT. EACH
(SEE DETAIL - SHEET 2)
EX.
SHED
FENCE
REE
LOT 166 ,
PARKING PARKING
AREA � AREA
GRAVEL
W. S.
U_I
w
h
NOTE:
ax
BORING AND PERCOLATION TEST -
ASSUMED CONDITION BASED ON SITE EVALUATION
0-5' MEDIUM FINE SAND
NO WATER OR MOTTLING
PERCOLATION RATE APPROXIMATELY ONE MINUTE
NOTE: SOIL CONDITIONS TO BE CONFIRMED BYP.E. PRIOR TO BACKFILLING SYSTEM.
SEPTIC DESIGN:
1110V 10
2014 APPLICATION RATE = 1.2 GAL./SF/DAY
LOT 165
3 BEDROOMS AT 100 GALLONS/BEDROOM
=300 GALLONS
SEPTIC PLOT PLAN USE EXISTING 1000 GALLON SEPTIC TANK
I HAVE SEEN OR OBSERVED ALL OBJECTS USE 3 LINES AT 50 FT. EACH (SPACED 6, FT. ON—CENTER)
SUCH AS HOUSES, WELLS, TREES, FENCES, ETC
SHDAN ON THIS DOCUMENT, I HAVE PERSONALLY
MEASURED' DISTANCE SEr [CRTH ^N NIS DIAGRAM.
Aii iK V_ s� — d c{
wooasAT 'RE DATE
CONSTPUCTION NOTES:
�V I, i) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR
PROPOSED 1,000 THE SOIL MOISTURE CONTENT IS HIGH. IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES
GALLON SEPTIC TANK B66OW THE SURFACE CAN. EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE
SEE DETAIL I SHEET 2 MO157URE CONTENT IS TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY
( ), MUST BE PRESENT FOR 'A RIBBON TO BE FORMED.
tl 2) TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE
EXCAVATED. THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE IS
PROPOSED 4" PVC SCH 40 AT 2% MIN. REGRADED OR SIMILARLY DISTURBED, THE SOIL SHALL BE ALLOWED TO STABILIZE (LE, SETTLE
NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE -THAW
CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED HEAVY EQUIPMENT USE IN THE
DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE MINIMIZED. TO PREVENT SOIL PERMEABILITY
REDUCTION DUE TO COMPACTION PLUS POSSIBLE TRENCH CAVE-IN AND DISTRIBUTION PIPE
O
MISALIGNMENT/BREAKAGE.
EXISTING
EXISTING
TREES
MOBILE
TO BE
REMOVED
HOME
WHERE
Ct )� I
r
NECESSARY
TREE
IMMEDIATELY RAKED AFTER. FINAL GRADING AND AT LEAST SIX,
INCHES OF AG3REGATE PLACED IN
THE TRENCHES.-
EXISTING
5)
GRAVITY DISTRIBUTOR `PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF he TO %sz INCH PER
MOBILE
FOOT PRESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE INSTALLED LEVEL. GRADES SHALL BE
HOME
I I I
MFi1SURING THE %r, INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A Y< INCH BLOCK TO
ON,' END OF A STRAIGHT FOUR FOOT BOARD. BY PLACING THE BLOCKED END WITH THE BLOCK
-I r 1r{pl ®P- ��
MrKN
OF V IV
FACING DOWN ON THE DOWNSTREAM TOP OF THE DISTRIBUTOR. PIPE, A CARPENTER'S LEVEL CAN BE
I I I
Z
�J I��IIY�dryr fJ ry' ;
D VV
1 1 1
REfULT IN A Yaz INCH PER FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF
( ,'7 -
DISTRIBUTOR PIPE IS BY BATTER BOARDS, AGGREGATE SHALL', BE INSTALLED IN THE TRENCHES TO
�'IvvieV'/P.C] ..
A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL
O
AGGREGATE MAY BE REQUIRED TO BRING THE TOP OF THE .AGGREGATE TO WITHIN SIX TO 12 INCHES
Date:
OF FINAL GRADE. -
OQ
m
0
BACKFILLED WITH EXCAVATED SOIL IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE
W
TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED
BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE.
I
7)
THE EARTH. BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (LE., NOT
r<7
REE
LOT 166 ,
PARKING PARKING
AREA � AREA
GRAVEL
W. S.
U_I
w
h
NOTE:
ax
BORING AND PERCOLATION TEST -
ASSUMED CONDITION BASED ON SITE EVALUATION
0-5' MEDIUM FINE SAND
NO WATER OR MOTTLING
PERCOLATION RATE APPROXIMATELY ONE MINUTE
NOTE: SOIL CONDITIONS TO BE CONFIRMED BYP.E. PRIOR TO BACKFILLING SYSTEM.
SEPTIC DESIGN:
1110V 10
2014 APPLICATION RATE = 1.2 GAL./SF/DAY
LOT 165
3 BEDROOMS AT 100 GALLONS/BEDROOM
=300 GALLONS
SEPTIC PLOT PLAN USE EXISTING 1000 GALLON SEPTIC TANK
I HAVE SEEN OR OBSERVED ALL OBJECTS USE 3 LINES AT 50 FT. EACH (SPACED 6, FT. ON—CENTER)
SUCH AS HOUSES, WELLS, TREES, FENCES, ETC
SHDAN ON THIS DOCUMENT, I HAVE PERSONALLY
MEASURED' DISTANCE SEr [CRTH ^N NIS DIAGRAM.
Aii iK V_ s� — d c{
wooasAT 'RE DATE
CONSTPUCTION NOTES:
�V I, i) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR
PROPOSED 1,000 THE SOIL MOISTURE CONTENT IS HIGH. IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES
GALLON SEPTIC TANK B66OW THE SURFACE CAN. EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE
SEE DETAIL I SHEET 2 MO157URE CONTENT IS TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY
( ), MUST BE PRESENT FOR 'A RIBBON TO BE FORMED.
tl 2) TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE
EXCAVATED. THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE IS
PROPOSED 4" PVC SCH 40 AT 2% MIN. REGRADED OR SIMILARLY DISTURBED, THE SOIL SHALL BE ALLOWED TO STABILIZE (LE, SETTLE
NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE -THAW
CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED HEAVY EQUIPMENT USE IN THE
EXISANG
MOBILE
HOME
DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE MINIMIZED. TO PREVENT SOIL PERMEABILITY
REDUCTION DUE TO COMPACTION PLUS POSSIBLE TRENCH CAVE-IN AND DISTRIBUTION PIPE
O
MISALIGNMENT/BREAKAGE.
TREE
EXISTING
TREES
TO BE
REMOVED
FOLLOWING. EXCAVATION, THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND. THE BOTTOMS OF
WHERE
THE TRENCHES SHOULC BE CHECKED BY A TRANSIT, ENGINEERS LEVEL, OR CARPENTER'S LEVEL TO
r
NECESSARY
EXISANG
MOBILE
HOME
LOT 1165 LOT 164 GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT
SHALL NOT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE
SUBSURFACE SEWAGE TREATMENT, SYSTEM HAS BEEN CONSTRUCTED.
PARKING PICKET FENCE 1
AREA 8) A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHOULD EXIST BETWEEN THE HOUSE SEWER AND
ANY WATERLINE. WHERE LINES MUST CROSS, THE WATER SERVICE LINE SHALL BE AT LEAST 72
- - — - - - - - - INCHES ABOVE THE HOUSE SEWER. IF A WATER LINE MUST PASS. BELOW THE HOUSE SEWER, THE
GRAVEL W. S. GRA VEL VERTICAL SEPARATION MUST BE AT LEAST 18 INCHES.
ELMHURST
cWil U
W o DRI VE
a
3 OWo
MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION.
THE LOCATION OF THE WATER SERVICE MUST BE VERIFIED PRIOR TO CONSTRUCTION
TO CONFIRM PROPER SEPARATION DISTANCE FROM TILE FIELD (MINIMUM 10 FEET).
9) ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE
W SYSTEM. WATER SOFTENER, WATER RECHARGE AND BACKWASH WASTES NORMALLY ARE NOT TO BE
s DISCHARGED TO THE SYSTEM UNLESS A SEPARATE SUBSURFACE DISCHARGE TO AN AREA 250 FEET
w FRGM WELLS OR WATER COURSES IS UNAVAILABLE
3 I SHEET 1 OF 2 j
SEPTIC DESIGN PREPARED FOR
LOT 165 ELMHURST DRIVE
" x4% HOMESTEAD VILLAGE
OWN OF QUEENSBURY WARREN COUNTY, NEW YORK
r x '�CALF: 1 1120' NO UEMBER 5, 2014
3rj gr,ENVIRONMENTAL DESIGN PARTNERSHIP, LLP
00 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621
ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
JAMES 15, MITCHELL P.E. 53,337
Lf
DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE MINIMIZED. TO PREVENT SOIL PERMEABILITY
REDUCTION DUE TO COMPACTION PLUS POSSIBLE TRENCH CAVE-IN AND DISTRIBUTION PIPE
MISALIGNMENT/BREAKAGE.
AFTER A FINAL GRADE CHECK, TRENCH EXCAVATION MAY BEGIN. TRENCH DEPTH SHALL BE AS
"
SHALLOW AS POSSIBLE,,,BU.T.NOT, LESS THAN;, 78, INCHES. TRENCHES, SHALL BE EXCAVATED TO
DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEVEL
4)
FOLLOWING. EXCAVATION, THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND. THE BOTTOMS OF
THE TRENCHES SHOULC BE CHECKED BY A TRANSIT, ENGINEERS LEVEL, OR CARPENTER'S LEVEL TO
ASSURETHATEACH IS PRACTICALLY LEVEL. TRENCH BOTTOMS. AND SIDEWALLS SHOULD BE
IMMEDIATELY RAKED AFTER. FINAL GRADING AND AT LEAST SIX,
INCHES OF AG3REGATE PLACED IN
THE TRENCHES.-
5)
GRAVITY DISTRIBUTOR `PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF he TO %sz INCH PER
FOOT PRESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE INSTALLED LEVEL. GRADES SHALL BE
DETERMINED BY AN ENGINEER'S LEVEL, TRANSIT OR CARPENTER'S LEVEL. AN EASY METHOD OF
MFi1SURING THE %r, INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A Y< INCH BLOCK TO
ON,' END OF A STRAIGHT FOUR FOOT BOARD. BY PLACING THE BLOCKED END WITH THE BLOCK
-I r 1r{pl ®P- ��
MrKN
OF V IV
FACING DOWN ON THE DOWNSTREAM TOP OF THE DISTRIBUTOR. PIPE, A CARPENTER'S LEVEL CAN BE
USLP TO DETERMINE THE /Is INCH PER FOOT SLOPE. A /e INCH BLOCK SIMILARLY USED WOULD
�J I��IIY�dryr fJ ry' ;
D VV
^ �-
REfULT IN A Yaz INCH PER FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF
( ,'7 -
DISTRIBUTOR PIPE IS BY BATTER BOARDS, AGGREGATE SHALL', BE INSTALLED IN THE TRENCHES TO
�'IvvieV'/P.C] ..
A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL
_
AGGREGATE MAY BE REQUIRED TO BRING THE TOP OF THE .AGGREGATE TO WITHIN SIX TO 12 INCHES
Date:
OF FINAL GRADE. -
6)
AF/ER THE UPPER AGGREGATE IS PLACED IN THE TRENCHES, THE GEOTEXTILE, UNTREATED BUILDING
PAPER, HAY OR STRAW IS TO BE IMMEDIATELY INSTALLED ON ;THE AGGREGATE AND THE TRENCH
BACKFILLED WITH EXCAVATED SOIL IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE
TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED
BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE.
I
7)
THE EARTH. BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (LE., NOT
COMPACTED) TO ALLOW FOR SETTLING FOLLOWING SETTLEMENT THE ENTIRE AREA SHOULD BE
LOT 1165 LOT 164 GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT
SHALL NOT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE
SUBSURFACE SEWAGE TREATMENT, SYSTEM HAS BEEN CONSTRUCTED.
PARKING PICKET FENCE 1
AREA 8) A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHOULD EXIST BETWEEN THE HOUSE SEWER AND
ANY WATERLINE. WHERE LINES MUST CROSS, THE WATER SERVICE LINE SHALL BE AT LEAST 72
- - — - - - - - - INCHES ABOVE THE HOUSE SEWER. IF A WATER LINE MUST PASS. BELOW THE HOUSE SEWER, THE
GRAVEL W. S. GRA VEL VERTICAL SEPARATION MUST BE AT LEAST 18 INCHES.
ELMHURST
cWil U
W o DRI VE
a
3 OWo
MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION.
THE LOCATION OF THE WATER SERVICE MUST BE VERIFIED PRIOR TO CONSTRUCTION
TO CONFIRM PROPER SEPARATION DISTANCE FROM TILE FIELD (MINIMUM 10 FEET).
9) ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE
W SYSTEM. WATER SOFTENER, WATER RECHARGE AND BACKWASH WASTES NORMALLY ARE NOT TO BE
s DISCHARGED TO THE SYSTEM UNLESS A SEPARATE SUBSURFACE DISCHARGE TO AN AREA 250 FEET
w FRGM WELLS OR WATER COURSES IS UNAVAILABLE
3 I SHEET 1 OF 2 j
SEPTIC DESIGN PREPARED FOR
LOT 165 ELMHURST DRIVE
" x4% HOMESTEAD VILLAGE
OWN OF QUEENSBURY WARREN COUNTY, NEW YORK
r x '�CALF: 1 1120' NO UEMBER 5, 2014
3rj gr,ENVIRONMENTAL DESIGN PARTNERSHIP, LLP
00 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621
ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
JAMES 15, MITCHELL P.E. 53,337
Lf
O O -- —� -!III—I I j
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FLOW
0 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
�� 00 00 ao 00
SLOPE PIPE Ks"—ha" PER FT.
SPACING OF ABSORPTION TRENCH 6' O.C.
r_ 1 r i iIr I„y,PuA,*n, .
ABSORPTION TRENCH
NOT TO SCALE
CRADF
12" MINjREMOVABLE COVER
BAFFLE
e
—
H =1111= —1111=
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TERRATEX NO. 2 NONWOVEN
z Q
I1=
—
CONSTRUCTION FABRIC OR
EARTH
-
= EARTH
BUILDING PAPER
BACKFILL
- I hI BACKFILL
=
ORTREATED S RAW
��
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lIII
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ILII
TOP OF AGGREGATE
�2�
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4" PVC MIN.
00
TO BE WITHIN
w
6"-12" OF SURFACE
U O
RAKE ANY
PERFORATION
JOINT
SMEARED
TRENCH
0
N
2
O
WALLS
g7
o
oQ
00 00
O
O
24"
CRUSHED
STONE OR
24"
MIN
GROUNDWATER BEDROCK
WASHED
GRAVEL
OR IMPERVIOUS LAYER
3/q" TO 1)/2"
CROSS SECTIONAL
VIEW
LONGITUDINAL
VIEW
TERRATEX NO. 2 NONWOVEN
CONSTRUCTION
FABRIC
UNTREATED BUILDING
PAPER OR PERMEABLE
VIII—I =
=1 I I I=I I I I I I I c
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I I—III' � 1 III I
LAYER OF STRAW
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0 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
�� 00 00 ao 00
SLOPE PIPE Ks"—ha" PER FT.
SPACING OF ABSORPTION TRENCH 6' O.C.
r_ 1 r i iIr I„y,PuA,*n, .
ABSORPTION TRENCH
NOT TO SCALE
CRADF
12" MINjREMOVABLE COVER
BAFFLE
e
INLET 2""MIN
N1
ASPHALTIC
SEAL
FINISH GRADE
HEAVY DUTY MANHOLE FRAME
AND COVER! BY CAMPBELL OR EQUAL
+ 'III— — (MIT GRADE RINIGS)
= = 2' I.D. PER
FORT MILLER OR EQUAL
(ASI REQUIRED)
INLET I I
4 OR r 3" MIN._!
BLDG. SEWER — = Z
13
SANITARY •q-
TEE FULL z w 4" MIN.
ALL JOINTS BELOW–/
LIQUID LEVEL TO BE BITUMINOUS
WATERTIGHT AND INTERIOR
LEAKAGE TESTED COANOR T Q a BAFFLE WITH.
PRIOR TO BACKFILLING OR EQUAL J 4' X18" MIN.
MAY NOT BE
REQUIRED
SECTION VIEW
NOTE:
ASPHALTIC INLET INVERT IS 3" ABOVE
(2" MIN.)
SEAL
INLET
—�
I
_ THE SLOPE OF THE INLET PIPE
BETWEEN THE RESIDENTIAL UNIT AND I"BAFFLE NOTE:
THE SEPTIC TANK TO BE S." PER FT. MAY NOT BE BAFFLE
OUTLET
7WATER TIGHT JOINT (TYP.)
PARGE, W/NON–SHRINK GRO T
INSIDEI & OUT
SANITARY TEE „O„
–6" TO 12" LAYER
PEA IGRAVEL OR
CRUSHED STONE
BEDDING LAYER
24"I.D,I TAPERED
PLUG (TYP.}
THE
OUTLET
—PROVIDE CAPS
ON UNE ENDS
TRENCH BOTTOM TO BE NEAR
LEVEL AND RAKED
NOTE:
I. PIPE JOINTS TO BE SEALED WITH
ASPHALTIC MATERIALS OR EQUIVALENT
2. INVERT ELEVATIONS OF ALL
OUTLET PIPES MUST BE EQUAL.
.'I 3. THE SLOPE OF OUTLET PIPES
BETWEEN THE DISTRIBUTION BOX
AND THE DISTRIBUTOR LATERALS
SHOULD BE I/8" PER FOOT.
INVERT
ELL E� V.
�) )) OUTLET CONTRACTOR TO USE SPEED LEVELERS
AS SUPPLIED BY FORT MILLER TO
EQUALIZE FLOW.
12" MIN CLEAN SAND OR PEA GRAVEL
2 DISTRIBUTION BOX
I V V 1 1 V Jl�f1LL
REQuIRED TANKS F
I�
PLAN VIEW
AND SIZE I MIN. LIQUID DEPTH "A TANK DIM-NSIONS "B"X"C" - "0 "I'
1000 GAL. 5'-0"" 4'-3" x 8'-2" 5'-6" 5'-9
OF THE OUTLET PIPE
THE SEPTIC TANK AND THE
)N BOX TO BE Ya" PER FT.
REQUIRED FOR
THAN 10 FT. LENGTH
OUTSIDE
HEIGHT
6'—S"
SEPTIC TANK (HEAVY DUTY SEPTIC TANK)
NOT TO SCALE
SHEET 2 OF 2
SANI TAR Y D
LOT 165 EL
HOMESTEAD
FORT MILLER OR EQUAL
SE_.PTLC-PLOT PLAN
I HAVE SEEN OR OBSERVED ALL OBJECTS
BUG S HOUSES, WELLS, TREES, FENCES, ETC
SHOWrI ON THIS DOCUMENT. I HAVE PERSONALLY
MEASURED THE DISTANCE SET FOPTH ON THIS DIAGRAM.
DATE
ETAILS FOR
MHURST DRI VE
VILLAGE
1
TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK a
NOT TO SCALE NOVEMBER 5, 2014 m
4
ENVIRONMENTAL DESIGN PARTNERSHIP, LLP
900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621 U
ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
JAMiTS E. MITCHELL I P.E. 53, 337