2006-663 TOWN OFQ UEENSBURY
wow742 Bay Road, NY 12804-5902 (518) 761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number. P20060663 Date Issued: Monday, January 10, 2011
This is to certify that work requested to be done as shown by Permit Number P20060663
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
:00t--
property owner of the responsibility for compliance with Site Plan, c_4-\1 `
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.
ice` TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 128045902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20060663 Application Number. A20060663
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
Plans &Specifications
2006-663
SEPTIC ALTERATION 84 ALPINE AVE
$35.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday, September 27, 2007
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town cif-Que sbu WedIesI ay, September 27, 2006
SIGNED BY i for the Town ofeensb
Qu ury.
Director of Building&Code Edo cement
SOT
a / _Z _ / OFFICE USE ONLY I ' i
TAX MAP NO. PERMIT N / ;
O• — ERMIT E 1� f' ,
APPROVALS: ZONING TOWN CLERK I ; ,;
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT:
PERMITA PERMIT M ST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJE TO REVIEW BEFORE ISSUANCE OFA VALID
OWNER: rtitR.e_PT-600 1/4)Pe._ INSTALLER' 19-ie ✓2. /ei-t.).e...c._ ;:tr(]j ce
ADDRESS: /.6,-.) [O-)2— ' - ,4 /�v goy ADDRESS: V /� ZJ,y �j F
/
PHONE NOS.$?5. ''''--9(3-3 -,..5a/// PHONE NOS. 9.6 — O c%
J/�
LOCATION OF INSTALLATION: pg f2 A./k n-(_*
NO.OF I RESIDENCE INFORMATION:
YEAR BUILT
BEDROOMS ` X COMPUTATION= i = TOTAL DAILY FLOW
F I. GARBAGE GRINDER
1980 or older E X 150 gallon per bedroom 1 I-
- INSTALLED?
1981 -1991 X I 130 gallon per bedroom I = 1SPA OR HOT TUB
i
1992-present I X i 110 gallon per bedroom - I INSTALLED?
PARCEL INFORMATION: kr p4a_ 0‘24-,,..,,,./ peA7tif
✓ TOPOGRAPHY: FLAT ROLLING (Y., STEEP SLOPE %SLOPE
✓ SOIL NATURE: SAND jC LOAM CLAY OTHER
✓ GROUNDWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT
WHAT DEPTH?
✓ DOMESTIC WATER SUPLY: MUNICIPAL.2 WELL
(IF WELL: WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. )
✓ 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 septic tank and leach field for each garbage grinder, spa or whirlpool tub.Ap
✓ SEPTIC TANK: (®c--) GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH �3 FT.
✓ TOTAL SYSTEM LENGTH: 4�3 FT. SEEPAGE PIT(S): HOW MANY? P/r
✓ SIZE OF EACH FT. X FT.
✓ SIZE OF STONE TO BE USED: # 2- /DEPTH OR THICKNESS //2-- FT.
✓ BED SYSTEM SIZE: X
✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE
✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: /SIZE OF EACH
✓ GALLONS./TOTAL CAPACITY: GAL.
€i NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN •
APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED.
ii
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? CALL 761-8256 OR EMAIL
Qus ry Sanitary Sew Disposal Ordinance. codes@queensburv.net
VISIT OUR WEBSITE FOR MORE INFORMATION
www.queensburv.net
Signat re of Person R s ofisibie Date
QiTown of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804
DomSTATE OF NEW YORK
DEPARTMENT OF HEALTH
Glens Falls District Office
77 Mohican Street, Glens Falls NY 12801 (518)793-3893 Fax (518) 793-0427
Antonia C. Novello, M.D., M.P.H., Dr.P.H. Dennis P. Whalen
Commissioner Executive Deputy Commissioner
September 7, 2006
James Mitchell, P.E. S E P
Environmental Design Partnership, LLP •
c"(`�
900 Route 146
Clifton Park, NY 12065
06 --6-
6
Re: Letter of Approval 3
Homestead Village Mobile Home Park, Lots 36 84 8,79
Town of Queensbury, Warren County
Dear Mr. Mitchell,
We have, this day, approved the plans for the construction of the on-site wastewater treatment
systems for the Homestead Village Mobile Home Park on Lots 36, 84,78,79. The approved plans
were designed by James Mitchell, P.E. of Environmental Design Partnership, LLP, titled Septic
Design prepared for Lots 78 and 79, Septic Design prepared for lot 36 and Septic Design for Lot
84. These plans are all dated August 15, 2006. This approval is conditional upon the following
items.
• That the proposed facilities shall be installed according to the approved plans.
• The design engineer must inspect construction.
• When complete, the design engineer must certify in writing to the Town of Queensbury,
Building and Code Office, and this office that construction was completed according to the
approved plan.
• This approval will expire two years from today. After that time if construction is not
complete, plans must be resubmitted to this office for approval.
Enclosed you will find one set of the approved plan. Your office is responsible for distribution of
the approved plan to the Town of Queensbury, the applicant, and the contractor. This office will
retain one copy in our file here in Glens Falls. If you have any questions, please call me.
Sincer ly,
isbtAG
Mike Sha
Senior Sanitary Engineer
cc: Homestead Village MHP, Applicant
Town of Queensbury Building Office
Anita Gabalski
Kristen Sayers
5./0 CiS //tiS ecri0
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection requ i : `!
Queensbury Building & Code Enforcement Arrive: .117_2.-14L a am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's
•
NAME: /but- ref PERMIT NO.: %•
LOCATION: , -1// /). rye /-kit. INSPECT ON: — —
RECHECK.
Comments and/or diagram
Soil Type: Sand / Loam / Clay
Type of Water: Municipal / Well Water
eq)
Waterline separation distance ft. / "
Well separation distance ft. 7-27-C7
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
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 absorpon _ ft.
Separation of Pits _. ft.
Conforms as per Plot Plan i N
Engineer Report and As-Built Y N
ETU Maintenance Contract Y N
_provided
Location of System on Property:
Front Re.. Left Side Right Side Middle Front Middle Rear
S stemUseS . s:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report`03 29 10.doc
1110111111
•
ENVIRONMENTAL DESIGN
PARTNERSHIP,LLP
January 7, 2011
Queensbury Building& Code Enforcement
742 Bay Road
Queensbury, NY 12804
Via email johno@queensbury.net
Attn: John O'Brien
Re: Homestead Village Mobile Home Park
Lot 84 Alpine
Dear John:
On September 27, 2006 I inspected the above referenced Homestead Village Mobile Home
Park septic installation. The purpose of this visit was to observe the installation of the new septic
system designed by EDP dated August 15, 2006.
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,
C:39ffe0■251.5.
James E. Mitchell, P.E.
900 Route 146,Clifton Park, New York 12065 phone(518)371-7621 -fax(518)371-9540
10-12_ 06-1)10E- 771:1l'7 q- 27 - 6
•
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection -. •i- ed:
Queensbury Building &Code Enforcement Arrive: ►=.iy1j1%S;;,rr D-•.rt: (a-J'
742 Bay Rd., Queensbury, NY 12804 Inspector's Initia s: .
NAME: A),;1\i----,:fr.7V ) 1HMIT NO.: heLOCAON: /9P tie , ,SPECT ON: r Z 7-
RECHECK:
Comments and/or diagram
Soil Type San / i.m-f, lay (— _�i
Type of . e unicipal Well Water 5 `
Waterline separa is .nce ft• _
Well separation distance ft.
Other wells: ft.
Absorption Field: Total length • ft. _/4/ /
Length of each trench TM. . • ,3'6-I /
5-3
Depth of trenches ,,.ft.
Size of Stone V.
Seepage Pits: Number
Size: x
Stone Size: __.__ ___ —
Piping Size Type
Building to tank ,.�" -) 1U TO
Tank to Distribution Box `` b 04-` ->
Distribution Box ttS field/ Pit H" h{O¢ .\---‘) W
Opening Sealed• / Partial
End Cap
Inlet/Outlet Pipes &Baffles Y N
Location / Separations
Foundation to tankZ .. ft.
Foundation to absorption ft.
Separation of Pitsft.
ff�
Cons peLPlot Plan Y_N 7
AJ G 1J � -�j
En firer Re..rt an. As-Built Y
Location of System o ' .:-.. ' --------(- V-E_ 61.- 6--Z--1—,
Front Rear eft Side ight Sid-
Middle Fron Middle Rear
System Use Status:
• ',proved
P:rtial Approved an. eeds to be re-inspected, please call the Building &Codes Office
dfro* .pproved
Last revised 021006
Last revised 1/6/05
INSPECTION REQUIREMENTS:
ENGINEER OF RECORD TO INSPECT TRENCHES PRIOR TO BACKFILLING.
LOT 127
PROPOSED 4" PVC SDR —35
(GASKETED BELL) AT 1% MIN.
PROPOSED
DISTRIBUTION BOX #1
(SEE DETAIL — SHEET 2)
EXISTING
MOBILE
HOME
LOT 86
NO TE:
NOF? TH
LOT 128
EX.
FEXGBLDG.
U
PROPOSI
ABSORP'Iivry rlcw
3 LINES AT 150 FT. EA.
(SEE DETAIL — SHEET 2)
1
LOT 85
PARKING
AREA
LOT 129
NEW YORK STATE DEPARTMENT OF HE
GLENS FALLS DISTRICT OFFICE
Dated: Q 1-7f v
These plans for: -S
tom"'
are hereby
the State
W O O D S
PROPOSED 1000 GALLON
SEPTIC TANK
(SEE DETAIL — SHEET 2)
PROPOSED 4" PVC
SCH 40 AT 2% MIN.
EXISTING
MOBILE
HOME
3
BEDROOM
UNIT
LOTI 84
ALPHINE AVENUE
of
MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION.
LOT 130
yY.
"i: ?T.v�4�t�.•
BORING AND PERCOLATION TEST -
TEST PERFORMED ON AUGUST 10, 2006
0-8' MEDIUM FINE SAND
PERCOLATION RATE APPROXIMA TEL Y ONE MINUTE
SEPTIC DESIGN:
APPLICATION RATE = 1.2 GAL./SF/DAY
3 BEDROOMS AT 100 GALLONS/BEDROOM
=300 GALLONS
USE 3 LINES AT 50 FT. EACH (SPACED 6 FT. ON -CENTER)
CONSTRUCTION NOTES.
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
MUST 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 IS
REGRADED OR SIMILARLY DISTURBED, THE SOIL SHALL BE ALLOWED TO STABILIZE (I.E., 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 SHAD_ 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 PRAC'RCALi Y LEVEL. 71' EE CH BGTT01,4S AND SiCEWALLC. 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 h6 TO X32 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 X4 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 %6 INCH PER FOOT SLOPE. A Xs INCH BLOCK SIMILARLY USED WOULD
RESULT IN A X32 INCH 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 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.
7) THE EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (I.E., 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. r
-_-T.
LOT 83 � - �
I TOWN Q CSU Rlj
BUIL
DING PT.
y
REVIEWED B
- jRl1ia TIA Ir eI ati �. tq jr)Q'; .f0 L R9S 9AI?
-- _ $ _ DATE----- --- - -- -� 1t
SHEET 1 OF 2 -
SEP T/ C DESIGN PREPARED FOR
0.00f, �- I, - �A. LOT 84 ALPHINE AVENUE
HOMES TEA D VILLAGE
TOWN OF QUEENSBUR Y WARREN COUNTY, NEW YORK
SCALE: 1 " = 20' AUGUST 15, 2006
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
HEAVY DUTY MANHOLE FRAME
FINISH GRADE /-AND COVER BY CAMPBELL OR EQUAL
_ IIII-� -IIII-III
III=IIII= I—III= N _ - ACCESS EXTENSION
ASPHALTIC - (MH GRADE RINGS)
SEAL =I�I�- =IIII= 2 I.D. AS PER
FORT MILLER OR EQUAL
(AS REQUIRED)
INLET I OUTLET
4" OR —� 3" MIN.- I I FA� _BLDG.SEWER WATER TIGHT JOINT (TYP.)
SANITARY II- PARGE W/NON-SHRINK GRO T
TEE z w 4" MIN. INSIDE & OUT
ALL JOINTS BELO FULL � o SANITARY TEE
LIQUID LEVEL TO BE BITUMINOUS
WATERTIGHT AND INTERIOR - o
LEAKAGE TESTED COAT Q I I
PRIOR TO BACKFILLING KOP 300M _� I I BAFFLE WITH
OR EQUAL I I 4"X18" MIN.
MAY NOT BE
REQUIRED
6" TO 12" LAYER
PEA GRAVEL OR
CRUSHED STONE
SECTION VIEW BEDDING LAYER
NOTE: 24" I.D. TAPERED
PLUG (TYP.)
INLET INVERT IS 3" ABOVE
ASPHALTIC (2" MIN.)
SEAL
THE SLOPE OF THE OUTLET PIPE
BETWEEN THE SEPTIC TANK AND THE
DISTRIBUTION BOX TO BE Y4" PER FT.
m
INLET OUTLET
THE SLOPE OF THE INLET PIPEFN
BETWEEN THE RESIDENTIAL UNIT ANDNOTE:
THE SEPTIC TANK TO BE Y4" PER FT. i
I\\
BAFFLE
MAY NOT BE BAFFLE NOT IR
REQUIREED TTANKSLESSS THAN10FT.LENGTH
I
„D"
PLAN VIEW
TANK SIZE
MIN. LIQUID DEPTH "A"
TANK DIMENSI-ONS "B"X"C"
"0"
"1"
VU 1 JIUG
HEIGHT
1000 GAL.
5'-0"
4'-3" x 8'-2"=
5'-6"
5'-9"
6'-8"
SEPTIC TAN
NOT TO SCALE
WHERE TRENCH SHIELD IS USED =7F rte.. ,,
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
ARGECLODS OR STONES, ORGANIC
MATTER, OR OTHER UNSUITABLE
MATERIALS SHALL NOT BE
USED AS BACKFILL.
SELECTED GRANULAR FILL
PLACED IN 6" LIFTS AND
MECHANICALLY TAMPED ORS
A.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.
VSELECTED GRANULAR FILL TO
BE PLACED UNDER PAVEMENT
1 1
TRENCH SLOPES ARE GIVEN FOR
MAX. PAYMENT LIMITS ONLY FOR
3 PEN CUT AND ARE NOT INTENDED 3
TO REPRESENT STABLE SLOPES
UNDER FIELD CONDITIONS.
NOTES:
1) NATIVE EXCAVATED GRANULAR MATERIAL
MAY BE USED IF APPROVED BY THE
ENGINEER.
(HEAVY DUTY SEPTIC TANK)
FORT MILLER OR EQUAL
PAVEMENT OR
ORIGINAL GROUND
A.O.B.E. = AS ORDERED BY ENGINEER
NOTE: CONTRACTORS MUST COMPLY WITH ALL
LOCAL, STATE, & FEDERAL SAFETY REGULATIONS
(OSHA & N.Y.S. D.O.T.)
_NOT INTENDED TO REPRESENT
A SAFE SLOPE
_6" WIDE GREEN PLASTIC LOCATOR TAPE,
MARKED "CAUTION SEWER BELOW"
TRACER WIRE #8 THNN STRANDED
COPPER OR STAINLESS STEEL
TRENCH DETAIL.
NOT TO SCALE
FOR SETTLING
–IIII-1 111= —IIII— IIII—IIII=1 I I—IIII—IIII TERRATEX No. 2 NONWOVEN
—IIII— CONSTRUCTION FABRIC OR
i (( EARTH -IIII —IIII– EARTH –IIII— UNTREATED BUILDING PAPER
BACKFILL -IIII=I BACKFILL I=IIII OR STRAW
TOP OF AGGREGATE PVC MIN.
TO BE WITHIN O 00 00 O/
6"-12" OF SURFACE 8 O RAKE ANY PERFORATIO OINT
2 SMEARED
TRENCH
O WALLS
O
0
O
00 �00
GROUNDWATER BEDROCK
/OR IMPERVIOUS LAYER
CROSS SECTIONAL VIE
M0-omAyWA
CRUSHED STONE OR�
WASHED GRAVEL
/
�4 TO 1Y2"
W LONGITUDINAL VIEW
TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC
NT—RI IEAT-_ED
BUILDING PAPEIRIOR PERMEABLE
PI ,E
R
MEABLE
GEOTEXTILE LAYER OF STRAW
IIII II
IIII=
OO O o
1-7
FLOW PROVIDE CAPS
0 o c 0 0 0 0 0 0 0 0 0 11 0 00 00 0 0 0 0 0 0 0 0 0 0 0 0 o ON LINE ENDS
Cl
00 OO �O 00 OO D O
SLOPE PIPE Na"–Ya2" PER FT. _
SPACING OF ABSORPTION TRENCH 6' O.C.
TRENCH PROFILE
�� ABSORPTION
TRENCH DET=AIL
NOT TO SCALE
TRENCH BOTTOM TO BE NEAR
LEVEL AND RAKED
2" THICK RIGID POLYSTYRENE INSULATION -
Ice'
}` tiyY4=
LOCATIONS WITH LESS THAN 4' COVER).
EXTEND TO MIN. 4' BELOW GRADE. -
6" MIN. FOR PIPE T2" DIA. AND SMALLER
a .0 °•
—� 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
1. PIPE JOINTS TO BE SEALED WITH
(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
FOR SETTLING
–IIII-1 111= —IIII— IIII—IIII=1 I I—IIII—IIII TERRATEX No. 2 NONWOVEN
—IIII— CONSTRUCTION FABRIC OR
i (( EARTH -IIII —IIII– EARTH –IIII— UNTREATED BUILDING PAPER
BACKFILL -IIII=I BACKFILL I=IIII OR STRAW
TOP OF AGGREGATE PVC MIN.
TO BE WITHIN O 00 00 O/
6"-12" OF SURFACE 8 O RAKE ANY PERFORATIO OINT
2 SMEARED
TRENCH
O WALLS
O
0
O
00 �00
GROUNDWATER BEDROCK
/OR IMPERVIOUS LAYER
CROSS SECTIONAL VIE
M0-omAyWA
CRUSHED STONE OR�
WASHED GRAVEL
/
�4 TO 1Y2"
W LONGITUDINAL VIEW
TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC
NT—RI IEAT-_ED
BUILDING PAPEIRIOR PERMEABLE
PI ,E
R
MEABLE
GEOTEXTILE LAYER OF STRAW
IIII II
IIII=
OO O o
1-7
FLOW PROVIDE CAPS
0 o c 0 0 0 0 0 0 0 0 0 11 0 00 00 0 0 0 0 0 0 0 0 0 0 0 0 o ON LINE ENDS
Cl
00 OO �O 00 OO D O
SLOPE PIPE Na"–Ya2" PER FT. _
SPACING OF ABSORPTION TRENCH 6' O.C.
TRENCH PROFILE
�� ABSORPTION
TRENCH DET=AIL
NOT TO SCALE
TRENCH BOTTOM TO BE NEAR
LEVEL AND RAKED
V INU I I U
NEW YORK
STATE Falls D EP
Rtr M N 8E HEAL
7ii
��++�/CC n r� Refer to first sheet for approved date and signature,
SHEET T L �F
SA NI TA R Y E TA IL S ICOR
LOT 84 ALPHINE AVENUE
HOMESTEAD VILLAGE
TO WN OF QUEENSBUR Y WARREN COUNTY, NEW YORK
SCALE: 1 " = 20' AUGUST 15, 2006
ENVIRONMENTAL DESIGN PARTNERSHIP, LL
900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (516) 371-7621
ENGINEERING LANDSCAPE ARCHITECTURE LAN® SURVEYING
JAMES E. MITCHELL P. E. 553,337
X
THE SLOPE OF THE OUTLET PIPE
BETWEEN THE RESIDENTAIL UNIT AND
THE SEPTIC TANK TO BE 4" PER FT.
GRADE
NO TE:
1. PIPE JOINTS TO BE SEALED WITH
ASPHALTIC MATERIALS OR EQUIVALENT.
12" MIN REMOVABLE
COVER -7
- -
2. INVERT ELEVATIONS OF ALL
--
OUTLET PIPES MUST BE EQUAL.
• •
•<
ri_ a
K. - _.
_
J. THE SLOPE OF OUTLET PIPES
BETWEEN THE DISTRIBUTION BOX
•
•: AND THE DISTRIBUTOR LATERALS
•�.
• SHOULD BE I/8" PER FOOT.
BAFFLE
-.
INVERT
INLET 2 --MIN
ELEV.
O O
CONTRACTOR TO USE SPEED LEVELERS
OUTLET AS SUPPLIED BY FORT MILLER TO
L110
EQUALIZE FLOW
;• /"-5"
__ - .' - a •
- • tea•
.•- - -
12" MIN
CL EA N SA ND OR PEA GRA
VEL
#1
DISTRIBUTION BOX
V INU I I U
NEW YORK
STATE Falls D EP
Rtr M N 8E HEAL
7ii
��++�/CC n r� Refer to first sheet for approved date and signature,
SHEET T L �F
SA NI TA R Y E TA IL S ICOR
LOT 84 ALPHINE AVENUE
HOMESTEAD VILLAGE
TO WN OF QUEENSBUR Y WARREN COUNTY, NEW YORK
SCALE: 1 " = 20' AUGUST 15, 2006
ENVIRONMENTAL DESIGN PARTNERSHIP, LL
900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (516) 371-7621
ENGINEERING LANDSCAPE ARCHITECTURE LAN® SURVEYING
JAMES E. MITCHELL P. E. 553,337
X