2007-676 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
4E Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20070676 Date Issued: Monday, March 26, 2012
This is to certify that work requested to be done as shown by Permit Number P20070676
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 Commercial
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the /f
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: P20070676 Application Number. A20070676
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 Commercial
CALEDONIA, NY 14423 Total value
Contractor or Builder's Name/Address Electrical Inspection Agency
SANITARY SEWER
DAN DRELLOS
PO BOX 224
GLENS FALLS NY
Plans &Specifications
2007-676
septic alteration commercial (lots 7 & 8)
$35.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,November 06, 2008
(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 Teens ry; pes ay,November 06,2007
r
SIGNED BY ILf' ✓'' r'. for the Town of Queensbury.
Director of Building Code nforcement
.............................w...r...............ww:_wrwrr .....r:w..% r._...................., .
OFFICE USE ONLY
TAX MAP NO. PERMIT NO. ERMiT F
0 APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT:
A PERMIT M46T BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJE TO REVIEW BEFORE ISSUANCE OF A VALID
PERMIT.
OWNER f
� INSTALLER':" � �✓"z-�
ADDRESS:Z ADDRESS:
PHONE NOS. 2 q i6:' J PHONE NOS.
LOCATION OF INSTALLATION: L-0 7- 7 f 1Y
....... .__......... .»........................................... .............................................................................................,....................................................................... RESIDE INFORMATION.
g NO.OF ( _ ` TOTAL DAILY FLOW RESIDENCE
YEAR BUILT BEDROOMS X COMPUTATION i
. ....._..................-........„......................................................................................................................... ...._;........,........................................................................... GARBAGE GRINDER
1980 or older X 150 gallon per bedroom i 1 i INSTALLED?
...-1981--1991 .... .......... X.. .....i30�galion per,bedroom......�...........�....,..,..,.....,,................................................... SPA OR HOT TUB
F ..a.....................................................................�.........;.........,.......,..,........,..............................,.,.......i INSTALLED?
. 1992 present.._........................................X. ...,.1..0galion,pe..bedroom........f..=..<...., ......................................................
PARCEL INFORMATION: A'S
✓ TOPOGRAPHY: FLAT ROL NG STEEP SLOPE %SLOPE
✓ SOIL NATURE:SAND LOAM CLAY OTHER
✓ GROUNDWATER: AT WHAT DEPTH? BEDROCKIIMPERVIOUS MATERIAL: AT
WHAT DEPTH?
✓
DOMESTIC
TI WATER UPLY: MUNICIPAL ZELL
(IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. 1
✓ PERCOLATION TEST: RATE IS PER MIINUTE 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). Add 250
gallons to the size of the septictank and leach field for each garbage grinder, spa or whirlpool tub.
✓ SEPTIC TANK: 1 v GALLON (MIN. SiZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT.
✓ TOTAL SYSTEM LENGTH: Z�LFT. SEEPAGE PIT(S): HOW MANY?
✓ SIZE OF EACH FT. X FT.
✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS !�y FT.
✓ BED SYSTEM SIZE: X
✓ ALTERNATIVE SYSTEM: LENGTH ANDIOR SIZE
✓ HOLDING TANK SYSTEM:(if required) NO. OF TANKS: —I SIZE OF EACH
✓ GALLONS.IITOTAL CAPACITY. GAL.
......................:.................:.........:.................................................................................:...................,.,.,.,.,.,....:......................,.:.:.:.......................,.:.,.:.,.:.,...,.:.,.,.:.,.,.,.,.:.:.,.:.:...:.:,,.:...:.:.:.,.,.:.:.,.......................................,.................
;:
Irl NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN i
ll APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. J
�,.,,,:,�, ,„•..............................:.:.:.:.:.:.............................
..:•:.,.,.:.,,,.:,:.:.;.,,:.,,:.,.,.,.,.:.,.:.,.,.,.:.:.,.,.:,:.,.,.:.:_::.:.:.:.:.:..:.:.:.:.:.:,:.:.:.:..:.:.:,.,.,.:.,.:.,.:.:,,.,.:.,.:.,.:.:•,•:.,..:•:.:..:.:,:.,.:.:.:.:.,,,,:.,.:.:.,.,.:.,.,,:.,.:.,.,,,.,.,.,.,.,.,.,. „.,,,.,.,.,.,.,.
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 QUESTIONS 7 CALL codes 6 aueenabureburY, OR EMAIL
.net
Queensbury Sanitary a age Disposal Ordinance.
VISIT OUR WEBSITE FOR MORE iNFORMATIQN
-�0 —0-7 www.aueensburv.net
S nature of Per,
Responsible Date
'• Town of Queensbury ■ Community Development Office • 742 Bay Road, Queensbury, NY 12804
t
Septic InspectioeRe
Office No. (518) 761-8256 Date Ins Cn
—�-�----��
Queensbury Building&Code Enforcement Arrive: = am742 Bay Rd., Queensbury, NY 12804 InspecWWs InNAME:LOCATION:
RECHECK:
Comn.on".saindLgr dWgram
Soil Type: Sand/ Loam Clay
Type of Water: Municipal Well WaterX'
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' +/- Y N N/A
150'to well Legg red If NO
Absor tion Field: Total lengthft.
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
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 Plot Plan N
Engineer Report and As-Built Y N
ETU Maintenance Contract Y_ N
provided
Location of System on Property:
Front r Left Side Right Side Middle Front Middle Rear
stem s S
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
UNPam Whiting\2010NWIlding Codes FormsVnspecdon Forms\septic Inspection Report_03 2910.doc
gi i
I� IIgg ��JJ
EI!NiN1fElITAL DESIGN
PARTNERSHIP,LLP
March 23, 2012
Queensbury Building& Code Enforcement TpF
✓�vf\-
742 Bay Road *
Queensbury,NY 12804 '
Attn: John O'Brien
Re: Homestead Village Mobile Home Park
Lots 7 & 8 Windsong
Dear John:
To complete some missing file information I have researched our installation records for the
referenced Homestead Village property. The original design plan date was June 22, 2007 and
the installation was conducted on November 2, 2007. In February of 2008 EDP prepared an
existing conditions plan which reflected a revision to the original design plan made during the
November 2007 installation.
On November 2, 20071 visited 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 June 22, 2007.
Based on my review of the plans and observation of the installation it is my opinion that the
installation of the system is in compliance with the intent of the design plans. Note that a
revision to the design plan was made with the addition of a new 1250 gallon septic tank
replacing the existing tank. An `existing conditions plan' is attached which reflects the revised
installation at the time of the construction Please contact me should you have any questions
regarding this system.
Sincerely,
�EN}►�'� MA CE�—Z.l!DY
Dennis J.MacElroy,PE
Attachment
Cc:Homestead Village
g00 Route 146,Clifton Park,New York 12065 phone(518)371-7621 -fax(518)371-9540
11-7
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection req st ei
Queensbury Building&Code Enforcement Arrive: a /p epart: am/pm
742 Bay Rd., Queensbury, NY 12804 nspector's Initial .
NAME: 1 P IT NO.: 11/1-7
LOCATION: i7 PECT ON: -�J=Lzl
RECHECK:
t
copJ'`.��'rc /�--- COMM ntsle%rdiagram
Soil Type: Sand Loam Clay
nge of Water: Municipal Well Water ,p I
Waterline separation distance ft. 1
Well separation distance ft.
Other wells: ft. 1/ —Well Casing Len th 50' + - Y N_N/A...
`J
Absorption Field: Total lengt
h
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seeoge Pits: Number
Size: x
Stone Size:
Piping Size T
Building to tank
Tank to Distribution Box
Distribution Box to Field Pit
Opening Sealed: Y N
End Cap Y N
Inlet/Outlet Pi s&Baffles Y N
Location Separations
Foundation to tank
Foundation to absor tion
tion of Pits ft.
Conforms as per lot Plan
En ineer Re rt and -Built Y
L System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
SvstemS� Approved lease call the Building &Codes Office
Partial Approved and needs to be re-inspected, p
Disapproved
Last revised 06118/07 L:\Building&Codes Forms-OLDWilding&Codes\Inspection Forms\Sepbc Inspection ReporLdoc
Septic Inspection Report
Office No. (518) 761-8256 Date In on est e' CJ d
Queensbury Building&Code Enforcement Arrive: % rt: am
742 Bay Rd., Queensbury, NY 12804 Inspector's Inid `
NAME: ��) C S f lJ y, ( ((ac t�I MIT NO.: r V
LOCATION: t y i S 7 �- I J�•��S SPECT ON: 26-7
RECHECK:
Comments and/or diagram
Sail T : Sand m Cla
-Typeof units I/Well Water
Waterline separation distance 1 ft.
Well separation distance ft.
Other wells: 141
Absorption Field: Total len 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 Feld Pit i
Opening Sealed: Y N Partial 14 �
End Ca
In Outlet Pipes&Baffles Y N
Location Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y
Engineer Report and As-Built Y N
Location of System on Property: ���
Front Rear Left Side Right Side
Middle Front Middle Rear
System Use Status:
ppro
al Approved and needs to be re-inspected, please call the Building&Codes Office
sapproved
Last revised 021006
Last revised 1/6/05
INSPECTION REQUIREMENTS BORING AND PERCOLA TION TEST-
ENGINEER OF RECORD TO INSPECT TRENCHES PRIOR TO BACKFILLING. TEST PERFORMED ON JUNE 18, 2007
0-1' TOPSOIL
1 '-6' DRY YELLOW SAND
NO EVIDENCE OF WATER OR MOTTLING
PERCOLATION RATE APPROXIMA TEL Y ONE MINUTE
SEP TIC DESIGN:
APPLICATION RATE = 1.2 GAL./SF/DAY
6 BEDROOMS TOTAL
6 BEDROOMS AT 100 GALLONS/BEDROOM
=600 GALLONS
USE 1250 GALLON PRECAST TANK
USE 5 LINES A T 50 FT. EA CH (SPA CED 6 FT. ON—CEN TER)
EXI.S77NG 1000 GALLON SEPTIC TANK CONSTRUCTION NOTES'
1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR
PROPOSED 4" PVC SDR -35 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
(GASKETED BELL) AT 1X MIN. MOISTURE CONTENT IS TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY
F E N C E
MUST BE PRESENT FOR A RIBBON TO BE FORMED.
2) TRENCH LOCATIONS ANC DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE
EXCAVATED. THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE IS
REGRADED OR SIMILARLY DISTURBED, THE SOIL SHALL BE ALLOWED TO STABILIZE O.E., SETTLE
NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE-THAW
r^ }� 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.
I I I I 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
EXISTING TREES TO BE REMOVED DESIGN DEPTH WITH BOTTOM' PRACTICALLY LEVEL.
PROPOSED DISTRIBUTION BOX #2 o f I I I �^
4) FOLLOWING EXCAVATION, THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND. THE BOTTOMS OF
(SEE DETAIL - SHEET 2) I I P.T. I I 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
0
2 I I I I * IMMEDIA TEL Y RAKED AFTER FINAL GRADING AND A T LEAST SIX INCHES OF AGGREGA TE PLACED IN
� O
I I I THE TRENCHES.
z W I i I I w 5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF %6 TO %32 INCH PER
LOT 9 X m I I I I 2 z LOT 6 FOOT. PRESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE INSTALLED LEVEL. GRADES SHALL BE
w
_ DETERMINED BY AN ENGINEER'S LEVEL, TRANSIT OR CARPENTER'S LEVEL. AN EASY METHOD OF
M I I I W MEASURING THE 1iB INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A Y4 INCH BLOCK TO
PAD J I ONE END OF A STRAIGHT FOUR FOOT BOARD. BY PLACING THE BLOCKED END WITH THE BLOCK
I I
m O FACING DOWN ON THE DOWNSTREAM TOP OF THE DISTRIBUTOR PIPE, A CARPENTER'S LEVEL CAN BE
I I p USED TO DETERMINE THE %6 INCH PER FOOT SLOPE. A %B INCH BLOCK SIMILARLY USED WOULD
Z W RESULT IN A Y32 INCH PER FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF
r I I I N M DISTRIBUTOR PIPE IS BY BATTER BOARDS. AGGREGATE SHALL Be INSTALLED IN THE TRENCHES TO
_ w M A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL
L 1 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 IS PLACED IN THE TRENCHES, THE GEOTEXTILE, UNTREATED BUILDING
I PAPER, HAY OR STRAW IS TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH
LOT 8 LOT 7 - BACKFlLLED WITH EXCAVATED SOIL. IF THE TRENCHES CANNOT BE IMMEDIA TEL Y BACKFILLED, THE
"- TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED
W PARKING cWi BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE.
AREA
I _
I~ �I PROPOSED ABSORPTION FIELD 7) THE EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL O.E., NOT
3 w 4 LINES AT 63 FT. EA. r-- COMPACTED) TO ALLOW FOR SETTLING. FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE
31 (SEE DETAIL - SHEET 2) GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT
c SHALL NOT ENTER THE AN5gM0RIQ/STA7H�VgpRR '0X��ROPOSED EXPANSION AREA AFTER THE
SUBSURFACE SEWAGE TREATMEjb[Ek0,(1€ft*fR�* UCTED. y.�.t
WINDSONG DR/ TOWN OF QUEENSBURY Date
lane for,7' � .°?
VE !%
BUILDING & CO p Car�.�t•�� SSE lb!
Reviewed By � a
/ are hereby Approved by:
A4
SHEE OF ,�pr the State Commissioner of Health 053 33�
SEP TIC DESIGN PREPARED FO
� L O T 7 & 8 WINDSONG DRI VE"
HOMES TEA VILLA GE
I TOWN OF QUEENSBUR Y WARREN COUNTY, NEW YORK
NO TE: SCALE: 1 " = 20' JUNE 22, 2007
MOBILE HOME UNITS TO BE PLACED WITH A MIN/MU ENVIRONMENTAL DESIGN PARTNERSHIP LLP
M 10 FT. HORIZONTAL SEPARATION. 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621
ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
JAMES E. MI TCHELL P.E. 53,337
TOPSOIL FOR SETTLING
I=1 1=� 11=1 I —II I I—III 1=
-IIII-IIII= -IIII— -IIII—IIII, I I I—IIII—IIII TERRATEX NO. 2 NONWOVEN
—IIII— CONSTRUCTION FABRIC OR
-I I EARTH IIII: —IIII= EARTH I- UNTREATED BUILDING PAPER
BACKFILL -IIII=I BACKFILL IIII OR STRAW
I I-I 11=1 I I I I-IIII- III=1 I I t=
=IIII= Jill
= III=1 = = 1
TOP OF AGGREGATE 4" PVC MIN.
TO BE WITHIN O OO O OO 670
C
6"-12" OF SURFACE 8 O RAKE ANY PERFORATIO OINT c
2 SMEARED
TRENCH
O� WALLS
0�00 O OC�j �[�
CRUSHED STONE OR
GROUNDWATER BEDROCK WASHED GRAVEL
OR IMPERVIOUS LAYER -Y4" TO 1)/2"
CROSS SECTIONAL VIEW LONGITUDINAL VIEW
TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC
NTREATED BUILDING PAPER OR PERMEABLE
GEOTEXTILE OR 4" LAYER OF STRAW
=IIII=IIII' IIII _IIII-11 III' �_
I=
0 0 O� OO o 0 0 0 0
FLOW PROVIDE CAPS
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ON LINE ENDS
13 0 6 00 O
SLOPE PIPE Jf•"->z" PER FT.
SPACING OF ABSORPTION TRENCH 6' O.C.
TRENCH BOTTOM TO BE NEAR
LEVEL AND RAKED
TRENCH PROFILE
ABSORPTION TRENCH DETAIL
a:
NOT TO SCALE
r
E
r
v
GRADE
NOTE: z
I. PIPE JOINTS TO BE SEALED WITH
ASPHALTIC MATERIALS OR EQUIVALENT. z
12' MIN REMOVABLE COVER -7
2. INVERT ELEVATIONS OF ALL a.
OUTLET PIPES MUST BE EQUAL. 2
PAVEMENT OR J. THE SLOPE OF OUTLET PIPES
ORIGINAL GROUND BETWEEN THE DISTRIBUTION BOX '
• AND THE DISTRIBUTOR LATERALS
• • SHOULD BE 118" PER FOOT.
__
WHERE TRENCH SHIELD IS USED Uzi i i—,; BAFFLE-
WITH THE APPROVAL OF THE I— SELECTED GRANULAR FILL TO IIA.O.B.E. = AS ORDERED BY ENGINEER INVERTI
ENGINEER, SHEETED TRENCH I BE PLACED UNDER PAVEMENT INLET 2"MIN ELEV.
PAYMENT LIMITS WILL APPLY. NOTE: CONTRACTORS MUST COMPLY WITH ALL
1 1 LOCAL, STATE, & FEDERAL SAFETY REGULATIONS.
ALL BACKFILL MATERIAL TO BE TRENCH SLOPES ARE GIVEN FOR (OSHA & N.Y.S. D.O.T.) O O O
OUTLET CONTRACTOR TO USE SPEED LEVELERS
PLACED IN 8" LIFTS AND MAX. PAYMENT LIMITS ONLY FOR
BE COMPACTED TO 95% STANDARD 3 PEN CUT AND ARE NOT INTENDED 3 EQUALIZE SUPPLIED
FORT MILLER TO �
TO REPRESENT STABLE SLOPES NOT INTENDED TO REPRESENT :., a.
PROCTOR (ASTM D698). I"-5
DEBRIS, FROZEN MATERIAL, LARGE I UNDER FIELD CONDITIONS. A SAFE SLOPE —
CLODS OR STONES, ORGANIC
MATTER, OR OTHER UNSUITABLE I _ 6" WIDE GREEN PLASTIC LOCATOR TAPE, o
MATERIALS SHALL NOT BE - I MARKED "CAUTION SEWER BELOW" 12" MI N
USED AS BACKFILL. CLEAN SAND OR PEA GRAVEL
TRACER WIRE #8 THNN STRANDED
COPPER OR STAINLESS STEEL
SELECTED GRANULAR FILL
PLACED IN 6" LIFTS AND
MECHANICALLY TAMPED OR *'� `' "� : •'=` fig' * #2 DISTRIBUTION BOX '
A.O.B.E. SEE NOTES 1&2. �' ; `,�. `` er
v RE 2" THICK RIGID POLYSTYRENE INSULATION 4
LOCATIONS WITH LESS THAN 4' COVER NOT TO SCALE
CRUSHED STONE OR SELECT ' ) ENT OF t1EAL.TH
GRANULAR MATERIAL AS ORDERED �� EXTEND TO MIN. 4' BELOW GRADE. NEW YOR(STATE DEPARTMENT c:
BY ENGINEER (MECHANICALLY _ _ Gies Fella District
TAMPED) OR A.O.B.E. SEE NOTE 2. 6" MIN. FOR PIPE 12" DIA. AND SMALLER roved date and slip llYtO. O a
FOR UNSTABLE TRENCH BOTTOM USE flfat � �P J 33
ADDITIONAL DEPTH OF STONE AS 12" MIN. FOR PIPE 14" DIA. AND LARGER
NECESSARY TO PROVIDE A FIRM
FOUNDATION. WHERE A WATER TABLE CONDITION EXISTS SHEET 2 OF 2
STONE BEDDING SHALL BE WRAPPED IN A SA NI TAR Y DE TA IL S FOR
ON-WOVEN CEO-TEXTILE ENVELOPE
(FABRIC EQUIVALENT TO AMOCO 4545) Q'
1)TENATIVE EXCAVATED GRANULAR MATERIAL 2) CRUSHED STONE NOT TO EXCEED #2 IN LOT 7 & 8 WINDSONG DRI VE
MAY BE USED IF APPROVED BY THE SIZE. GRANULAR FILL TO MEET THE HOMESTEAD VILLAGE
ENGINEER. FOLLOWING REQUIREMENTS: o
o IN EXCESS of 3" TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK
25 %-75% PASSING #4 SIEVE
0 %-15% PASSING #200 SIEVE SCALE: 1 " = 20' JUNE 22, 2007
TRENCH DETAIL ENVIRONMENTAL DESIGN PARTNERSHIP, LLP
NOT TO SCALE
900 ROUTE 146 CLI FTON PARK, N.Y. 12065 (518) 371-7621
ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
JAMES E. MI TCHELL P.E. 53.337