2015-303 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 128045902 (518)761-8201
(aw Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20150303 Date Issued: Thursday, November 10, 2016
This is to certify that work requested to be done as shown by Permit Number P20150303
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 4
property owner of the responsibility for compliance with Site Plan, % as A�
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.
411111iiiikbak TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
10$4,
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20150303 Application Number: A20150303
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 Septic Alteration Residential
4294 ROUTE 5 Total Value
CALEDONIA,NY 14423
Contractor or Builder's Name /Address Electrical Inspection Agency
SANITARY SEWER
GEORGE DRELLOS 792-7257
PO BOX 224
GLENS FALLS NY
Plans&Specifications
2015-303 Lot 114 Adironadack Street
Residential Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,July 13,2016
(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 To of Q ensb ; /� ► -, my 13,2015
�d
SIGNED BY , ' for the Town of Queensbury.
Director of Building&Code Enforcement
SEPTIC DISPOSAL PERMIT
Office Use Only
/
DATE 7/4,)--e)i S Received
Tax Map ID
mx MAP ID 5erl•cA'2 J1 Permit No. 10D::-; �
d
Permit Fee
LOCATION OF INSTALLATION Approvals:
�
APPLICANT /[`J/✓`GS -if <m--_,:.‹
PHONE/E-MAIL I
Iln� i 101
/
ADDRESS l- V 71:- /1 /9U/20 r✓/1/4c A 411j
INSTALLER/BUILDER: S6l/i rC'-�o✓1 JC=-/.4v/u PHONE/E-MAIL, „Y
ADDRESS: I({% /'1` cx z Z `1 �76,/1-1- 7��� /97"-- /2d-a/
OWNER G e"'`€ /Lt%� //// PHONE/E-MAIL 71 7771
Address Ofre- -01-1
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: ce- PHONE 7116::•575
0
RESIDENCE INFORMATION
Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow
1980 or older Garbage grinder installed _Y,k N
1981-1991 Spa or Hot Tub installed _Y pfd
1992-Present S / -1)
PARCEL INFORMATION (_.CCr //2(,47 .
Topography Flat rolling Steep slope %slope
Soil Nature Sand Loam Clay Other
Groundwater At what depth? /t-Vg
Bedrock I Impervious Material At what depth? 4/
Domestic Water Supply 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 licensed engineering/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION
Tank Size /C 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 ZS-G' ft.; Each trench S c= x
Seepage Pit with#3 stone How many: ;size
Alternative System Bed or other type?
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.
DECLARATION: 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 a and all equir-wents of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
Print Name: "� ' Date: 7�/0 _ is
Signature: -<�/ Date: '7- /0 /sem
Town of Queensbury Building&Codes Septic Disposal Permit July 2014
Town of Queensbury Building &Code Enforcement
Office No. (518)761-8256
Septic Inspection Report
Inspection request received: 8 1 Z 241 b
Name: -1" Ly1f(,SSRCLA VillCt. ) Inspected on: —
Location: 1+3t -1kAkVWIGI6Ix,,k , Arrive: a.m.lp.m.
Permit No.: Inspector's Initials:
C mments and/or diagram
Soil Type: Sand 1 Loam/Clay
Type of Water: Municipal/Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
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
Building to tank
Tank to Distribution Box
Distribution Box to Field/Pit
Opening Sealed: _Y_N
End Cap _Y_N
InleYOutiet 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
Separation of Pits ft.
Conforms as per Plot Plan _ _N
Engineer Report and As-Built _Y_N
ETU Maintenance Contract provided _Y_N
Location of System on P
Front r Left Side Right Side Middle Front Middle Rear
S stem Use Sta s:
NJ Approved
Partial Approved and needs to be re-inspected, please call the Building&Codes Office
Disapproved
Septic Inspection Report
oA111111111111
II 3D
ENVIRONMENTAL DESIGN
PARTNERSHIP, LLP
July 29, 2015
Queensbury Building& Code Enforcement
742 Bay Road
Queensbury,NY 12804
Via email john@queensbury.net
Attn: John O'Brien
Re: Homestead Village Mobile Home Park
Lot 114 Adirondack
Dear John:
On July 21, 2015 our office inspected the above referenced Homestead Village Mobile Home
Park lot. The purpose of this visit was to observe the installation of the new septic system
designed by EDP dated July 7, 2015.
Based on my review of the plans and observation of the installation it is my opinion that the
system was installed substantially in compliance with the intent of the design plans.
Please contact me should you have any questions regarding this system.
Sincerely,
James E. Mitchell, P.E. D 1E C E 0
cc: NYSDOH I'D
Michael Hallock, P.E. NOV 1 0 2016
TOWN OF QUEENSBURY
BUILDING& CODES
201` - �Q
900 Route 146, Clifton Park, New York 12065 phone(518)371-7621 -fax(518)371-9540
Ili
of Queensbury Building & Code Enforcement �Af
�
office o. (518) 761-8256 cad- 1
Septic Inspection Report `1NM.G2A),x T
(cat)
Inspection request received: -.4-442111B
`J
Name: + OYYILSkKt. V1\\ZZAIL, Inspected on: 'ZV •• 5 r
Location: Ln I -}caw-,,,,, �,,,c_6k, Arrive: �i�.� or, ..m.
Permit No.: 15—a4)3 Inspector's Initials: A'
o ents andlor dia.ram
Soil Typ•: San. .: lay lir
Type of Water• .. I - ater
igWaterline separs . ance \Ox ft. jVCP
Well separation distance ft.
Other wells: ft.
Well Casing Length 50'+/- Y N N/A
[150'to well required if NO]
Absorption Field: Total length V50 ft.
Length of each trench W-zs.. ft.
Depth of trenches ', ft.
Size of Stone ._
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank t< <CA
Tank to Distribution Box %..Att b Q SC
Distribution Box to Field/Pit IA"t .m 38 i-v1 vik h \aF-
Opening Sealed: _N
2End Cap _N
Inlet/Outlet Pipes&Baffles
/Nl
N
Manholes 12"or less below grade
[provide extension collar if Yes] Y vi
Location/Separations
hM Foundation to tank \fl ft.
!wN Foundation to absorption \3 ft.
Separation of Pits ft.
Conforms as per Plot Plan . Y
Engineer Report and As-Built Y N
ETU Maintenance Contract provided Y N
Location of System on Propert
Front Rear eft Si ight Side Middle Front Middle Rear
System Use Status:
_Approved D - p \ V...f
V 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
LOT 98
PROPOSED WYE AND 4" PVC SDR
—35 (GASKETED BELL) AT 1% MIN.
PROPOSED DISTRIBUTION BOX #2
(SEE DETAIL — SHEET 2)
PROPOSED ABSORPTION FIELD
3 LINES AT 50 FT. EACH
(SEE DETAIL — SHEET 2)
LOT
NOTE:
i
w
I>
�w
w
PARKING R
AREA
3
W S.
LOT 99
EXISTING 1,000 GAL.
SEPTIC TANK
SEPTIC PLOT PLAN
I HAVE SEEN OR OBSERVED ALL OBJECTS
SUCH AS HOUSES, WELLS, TREES, FENCES, ETC
SHOWN ON 14 DOCUMENT. I HAVE PERSONALLY
MEASU I E SET FO HIS DIAGRAM.
SIGNATURE DATE
F
JUL � m 2015 � ILOT 700
TOWN OF OUEENUBUR"r
BUILDING & CODES
EXISTING
MOBILE
HOMEJ4— EXIS77NG TREES TO
BE REMOVED WHERE
NECESSARY
I—
Z
D
PARKING
AREA
WE.
LOT 173
PARKING
AREA
EXISTING SANITARY STRUCTURES SUCH AS
SEEPAGE DEVICES (BUT EXCLUDING THE
SEPTIC TANK, WHICH WILL REMAIN ACTIVE)
ARE TO BE CRUSHED IN PLACE AND
FILLED WITH NATIVE MATERIAL.
/VpRTH
FILE COPY
Ws. TOWN OF Q
BUILt3?"G &
Reviewed By
Date:
MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION.
THE LOCATION OF THE WATER SERVICE MUST BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION
TO CONFIRM PROPER SEPARATION DISTANCE FROM TILE FIELD (MINIMUM 10 FEET)
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 BY P.E. PRIOR TO BACKFILLING SYSTEM.
SEPTIC DESIGN:
APPLICATION RATE = 1.2 GAL./SF/DAY
LOT 114
3 BEDROOMS AT 100 GALLONS/BEDROOM
=300 GALLONS
USE EXISTING 1000 GALLON SEPTIC TANK
USE 3 LINES AT 50 FT. EACH (SPACED 6 FT. ON -CENTER)
CONSTRUCTION NOTES.-
7)
OTES.1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR
THE SOIL MOISTURE CONTENT IS HIGH. IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES
BELOW THE SURFACE CAN EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE
MOISTURE CONTENT IS TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY
MIST BE PRESENT FOR A RIBBON TO BE FORMED.
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 lS
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
MISALIGNMENT/BREAKAGE.
3) AFTER A FINAL GRADE CHECK, TRENCH EXCAVATION MAY BEGIN. TRENCH DEPTH SHALL BE AS
SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 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 SHOULD BE CHECKED BY A TRANSIT, ENGINEER'S LEVEL, OR CARPENTER'S LEVEL TO
ASSURE THAT EACH IS PRACTICALLY LEVEL. TRENCH BOTTOMS AND SIDEWALLS SHOULD BE
IMMEDIATELY RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF AGGREGATE PLACED IN
THE TRENCHES.
5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF %6 TO Y,, 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
MEASURING THE %6 INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A %, INCH BLOCK TO
ONE END OF A STRAIGHT FOUR FOOT BOARD. BY PLACING THE BLOCKED END WITH THE BLOCK
FACING DOWN ON THE DOWNSTREAM TOP OF THE DISTRIBUTOR PIPE, A CARPENTER'S LEVEL CAN BE
USED TO DETERMINE THE l,s INCH PER FOOT SLOPE. A Ya INCH BLOCK SIMILARLY USED WOULD
RESULT IN A Y,32 /NCH PER FOOT SLOPE ANOTHER METHOD USED TO ESTABLISH THE GRADE OF
DISTRIBUTOR PIPE IS BY BATTER BOARDS. AGGREGATE SHALL BE INSTALLED IN THE TRENCHES TO
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
OF FINAL GRADE.
6) AFTER THE UPPER AGGREGATE lS 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.
7) THE EARTH BACKFILLS. IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (LE, NOT
COMPACTED) TO ALLOW FOR SETTLING. FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE
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.
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 12
INCHES ABOVE THE HOUSE SEWER. IF A WATER LINE MUST PASS BELOW THE HOUSE SEWER, THE
VERTICAL SEPARATION MUST BE AT LEAST 18 INCHES.
(&) ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE
SYSTEM. WATER SOFTENER, WATER RECHARGE AND BACKWASH WASTES NORMALLY ARE NOT TO BE
It DISCHARGED TO THE SYSTEM UNLESS A SEPARATE SUBSURFACE DISCHARGE TO AN AREA 250 FEET
FROM WELLS OR WATER COURSES IS UNAVAILABLE
Homestead Village BP 2015-303
Lot 114 Adirondack Street
Residential Septic Alteration
309.9-2-1
SHEET 1 OF 2
SEPTIC DESIGN PREPARED FOR
LOT 114 ADIRONDACK STREET
HOMESTEAD VILLAGE
TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK
SCALE. 1 " = 20' 1UL Y 7, 2015
ENVIRONMENTAL DESIGN PARTNERSHIP, LLP
900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621
ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
JAMES E. MITCHELL P.E. 53,337
0
Z
CL
ww�W
w
0
ADiIRONDACKioao STREET]
EXISTING SANITARY STRUCTURES SUCH AS
SEEPAGE DEVICES (BUT EXCLUDING THE
SEPTIC TANK, WHICH WILL REMAIN ACTIVE)
ARE TO BE CRUSHED IN PLACE AND
FILLED WITH NATIVE MATERIAL.
/VpRTH
FILE COPY
Ws. TOWN OF Q
BUILt3?"G &
Reviewed By
Date:
MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION.
THE LOCATION OF THE WATER SERVICE MUST BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION
TO CONFIRM PROPER SEPARATION DISTANCE FROM TILE FIELD (MINIMUM 10 FEET)
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 BY P.E. PRIOR TO BACKFILLING SYSTEM.
SEPTIC DESIGN:
APPLICATION RATE = 1.2 GAL./SF/DAY
LOT 114
3 BEDROOMS AT 100 GALLONS/BEDROOM
=300 GALLONS
USE EXISTING 1000 GALLON SEPTIC TANK
USE 3 LINES AT 50 FT. EACH (SPACED 6 FT. ON -CENTER)
CONSTRUCTION NOTES.-
7)
OTES.1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR
THE SOIL MOISTURE CONTENT IS HIGH. IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES
BELOW THE SURFACE CAN EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE
MOISTURE CONTENT IS TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY
MIST BE PRESENT FOR A RIBBON TO BE FORMED.
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 lS
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
MISALIGNMENT/BREAKAGE.
3) AFTER A FINAL GRADE CHECK, TRENCH EXCAVATION MAY BEGIN. TRENCH DEPTH SHALL BE AS
SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 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 SHOULD BE CHECKED BY A TRANSIT, ENGINEER'S LEVEL, OR CARPENTER'S LEVEL TO
ASSURE THAT EACH IS PRACTICALLY LEVEL. TRENCH BOTTOMS AND SIDEWALLS SHOULD BE
IMMEDIATELY RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF AGGREGATE PLACED IN
THE TRENCHES.
5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF %6 TO Y,, 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
MEASURING THE %6 INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A %, INCH BLOCK TO
ONE END OF A STRAIGHT FOUR FOOT BOARD. BY PLACING THE BLOCKED END WITH THE BLOCK
FACING DOWN ON THE DOWNSTREAM TOP OF THE DISTRIBUTOR PIPE, A CARPENTER'S LEVEL CAN BE
USED TO DETERMINE THE l,s INCH PER FOOT SLOPE. A Ya INCH BLOCK SIMILARLY USED WOULD
RESULT IN A Y,32 /NCH PER FOOT SLOPE ANOTHER METHOD USED TO ESTABLISH THE GRADE OF
DISTRIBUTOR PIPE IS BY BATTER BOARDS. AGGREGATE SHALL BE INSTALLED IN THE TRENCHES TO
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
OF FINAL GRADE.
6) AFTER THE UPPER AGGREGATE lS 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.
7) THE EARTH BACKFILLS. IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (LE, NOT
COMPACTED) TO ALLOW FOR SETTLING. FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE
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.
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 12
INCHES ABOVE THE HOUSE SEWER. IF A WATER LINE MUST PASS BELOW THE HOUSE SEWER, THE
VERTICAL SEPARATION MUST BE AT LEAST 18 INCHES.
(&) ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE
SYSTEM. WATER SOFTENER, WATER RECHARGE AND BACKWASH WASTES NORMALLY ARE NOT TO BE
It DISCHARGED TO THE SYSTEM UNLESS A SEPARATE SUBSURFACE DISCHARGE TO AN AREA 250 FEET
FROM WELLS OR WATER COURSES IS UNAVAILABLE
Homestead Village BP 2015-303
Lot 114 Adirondack Street
Residential Septic Alteration
309.9-2-1
SHEET 1 OF 2
SEPTIC DESIGN PREPARED FOR
LOT 114 ADIRONDACK STREET
HOMESTEAD VILLAGE
TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK
SCALE. 1 " = 20' 1UL Y 7, 2015
ENVIRONMENTAL DESIGN PARTNERSHIP, LLP
900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621
ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
JAMES E. MITCHELL P.E. 53,337
0
Z
CL
12" MIN
INLET
12" MIN
GRADE
REMOVABLE COVER
BAFFLE
NO TE:
I. PIPE JOINTS TO BE SEALED WITH
ASPHALTIC MATERIALS OR EQUIVALENT.
] 2. INVERT ELEVATIONS OF ALL
OUTLET PIPES MUST BE EQUAL.
3. THE SLOPE OF OUTLET PIPES
BETWEEN THE DISTRIBUTION BOX
AND THE DISTRIBUTOR LATERALS
SHOULD BE I/8" PER FOOT.
2 -MIN
00-1
INVERT
EL V.
]
1111-1111,-1
OUTLET
2" THICK RIGID
POLYSTYRENE INSULATION
•� 2-5
CLEAN SAND OR PEA GRAVEL
CONTRACTOR TO USE SPEED LEVELERS
AS SUPPLIED BY FORT MILLER TO
EQUALIZE FLOW.
�2 DISTRIBUTION BOX
NOT TO SCALE
WHERE TRENCH SHIELD IS USED r �
WITH THE APPROVAL OF THE
ENGINEER, SHEETED TRENCH
PAYMENT LIMITS WILL APPLY.
ALL BACKFILL MATERIAL TO BE
PLACED IN 8" LIFTS AND
BE COMPACTED TO 95% STANDARD
PROCTOR (ASTM D698).
DEBRIS, FROZEN MATERIAL, LARGE
CLODS OR STONES, ORGANIC
MATTER, OR OTHER UNSUITABLE
MATERIALS SHALL NOT BE
USED AS BACKFILL.
SELECTED GRANULAR FILL
PLACED IN 6" LIFTS AND
MECHANICALLY TAMPED OR
R O B E SEE NOTES 1&2.
CRUSHED STONE OR SELECT
GRANULAR MATERIAL AS ORDERED
BY ENGINEER (MECHANICALLY
TAMPED) OR A.O.B.E. SEE NOTE 2,
FOR UNSTABLE TRENCH BOTTOM USE
ADDITIONAL DEPTH OF STONE AS
NECESSARY TO PROVIDE A FIRM
FOUNDATION.
OR
GROUND
SELECTED GRANULAR FILL TO � A.O. B.E. = AS ORDERED BY ENGINEER
BE PLACED UNDER PAVEMENT - NOTE: CONTRACTORS MUST COMPLY WITH ALL
1 1 LOCAL, STATE, & FEDERAL SAFETY REGULATIONS.
TRENCH SLOPES ARE GIVEN FOR (OSHA & N.Y.S. D.O.T.)
MAX. PAYMENT LIMITS ONLY FOR
B PEN CUT AND ARE NOT INTENDED B
To REPRESENT STABLE SLOPES NOT INTENDED TO REPRESENT
UNDER FIELD CONDITIONS. A SAFE SLOPE
III. 6" WIDE GREEN PLASTIC LOCATOR TAPE,
MARKED "CAUTION SEWER BELOW"
TRACER WIRE #8 THNN STRANDED
COPPER OR STAINLESS STEEL
NOTES:
1) NATIVE EXCAVATED GRANULAR MATERIAL
MAY BE USED IF APPROVED BY THE
ENGINEER.
6 MIN. FOR PIPE 12" DIA. AND SMALLER
1 \ 12" MIN. FOR PIPE 14" DIA. AND LARGER
\ WHERE A WATER TABLE CONDITION EXISTS
STONE BEDDING SHALL BE WRAPPED IN A
ON -WOVEN GEO-TEXTILE ENVELOPE
(FABRIC EQUIVALENT TO AMOCO 4545)
2) CRUSHED STONE NOT TO EXCEED #2 IN
SIZE. GRANULAR FILL TO MEET THE
FOLLOWING REQUIREMENTS:
0 % IN EXCESS OF 3"
25 %-75% PASSING #4 SIEVE
0 %-15% PASSING #200 SIEVE
TRENCH DETAIL
NOT TO SCALE
SETTLING
1111—=1111= IIII—
1111-1111,-1
11=1111=1111
2" THICK RIGID
POLYSTYRENE INSULATION
TERRATEX NO. 2 NONWOVEN
LOCATIONS WITH
LESS THAN 4' COVER).
L
—IIII—
X EXTEND TO MIN.
4' BELOW GRADE.
NOTES:
1) NATIVE EXCAVATED GRANULAR MATERIAL
MAY BE USED IF APPROVED BY THE
ENGINEER.
6 MIN. FOR PIPE 12" DIA. AND SMALLER
1 \ 12" MIN. FOR PIPE 14" DIA. AND LARGER
\ WHERE A WATER TABLE CONDITION EXISTS
STONE BEDDING SHALL BE WRAPPED IN A
ON -WOVEN GEO-TEXTILE ENVELOPE
(FABRIC EQUIVALENT TO AMOCO 4545)
2) CRUSHED STONE NOT TO EXCEED #2 IN
SIZE. GRANULAR FILL TO MEET THE
FOLLOWING REQUIREMENTS:
0 % IN EXCESS OF 3"
25 %-75% PASSING #4 SIEVE
0 %-15% PASSING #200 SIEVE
TRENCH DETAIL
NOT TO SCALE
SETTLING
SHEET 2 OF 2
SAN/ TARP DETAILS FOR
LOT 114 ADIRONDACK STREET
\A
HOMESTEAD VILLAGE
y TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK
SCALE. 1 " = 20' JUL Y 7, 2015
ENVIRONMENTAL DESIGN PARTNERSHIP, LLP
900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621
ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
JAMES E. MITCHELL P.E. 5J,337
O
Z
Q.
Z
a
1111—=1111= IIII—
1111-1111,-1
11=1111=1111
TERRATEX NO. 2 NONWOVEN
z <
EARTH -
—IIII—
EARTH
I —IIII—
CONSTRUCTION FABRIC OR
UNTREATED BUILDING PAPER
BACKFILL
-IIII= BACKFILL
=IIII
OR STRAW
II -I II -1111
I-1111- III=IIII=
TOP OF AGGREGATE
TO BE WITHINQD
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DD
-
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4" PVC MIN.
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24" CRUSHED STONE OR
MIN
GROUNDWATER BEDROCK WASHED GRAVEL
OR IMPERVIOUS LAYER �/4" TO lye" —
CROSS SECTIONAL VIEW LONGITUDINAL
VIEW
TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC
UNTREATED BUILDING PAPER OR PERMEABLE
GEOTEXTILE OR 4" LAYER OF STRAW
—IIII =— —IIII- IIII— -
-1111
O -II
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IIII
0
FLOWPROVIDE
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0 0 0 0 0 0 0 0 0 0 0 0 0 oto
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00 6b 00 0O
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ON LINE ENDS
as
O
SLOPE PIPE %n"—Yaz" PER FT.
SPACING OF ABSORPTION TRENCH 6' O.C.
TRENCH BOTTOM TO BE NEAR
LEVEL AND RAKED
TRENCH PROFILE
--nABSORPTION TRENCH DETAIL
NOT TO SCALE
SHEET 2 OF 2
SAN/ TARP DETAILS FOR
LOT 114 ADIRONDACK STREET
\A
HOMESTEAD VILLAGE
y TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK
SCALE. 1 " = 20' JUL Y 7, 2015
ENVIRONMENTAL DESIGN PARTNERSHIP, LLP
900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621
ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
JAMES E. MITCHELL P.E. 5J,337
O
Z
Q.
Z
a