SEP-000325-2017 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
at Community Development-Building& Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: SEP-000325-2017 Date Issued: Friday, August 4, 2017
This is to certify that work requested to be done as shown by Permit Number SEP-000325-2017
has been completed.
Tax Map Number: 309.9-2-1
Location: 200 LUZERNE RD
Owner: Homestead Village
Applicant: Sanitary Sewer Service
This structure may be occupied as a: Residential Septic Alteration
9& 10 W indsong Drive By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
V�
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 12804-5904 (518)761-8201
OL Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: SEP-000325-2017
Tax Map No: 309.9-2-1
Permission is hereby granted to: Sanitary Sewer Service
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
Tyne of Construction
Owner Name: Homestead Village Septic Disposal $0.00
Owner Address: 200 Luzeme RD Total Value $0.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Sanitary Sewer Service
PO Box 224
Glens Falls,NY 12801
Plans&Specifications
Residential Septic Alteration
9& 10 Windsong Drive
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,June 15,2018
(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 exp,p,. ationAdate.)
Dated at the Town of ueensb {/ /Jfhur a 15,2017
SIGNED BY: /Q for the Town of Queensbury.
Director of Building&Code Enforcement
0fli
2 ISPOSAL PERMIT Office use ON _-t7,vDATE LS C E O l! if eceived
Tax Map ID io4/
TA9MAP1D 6 i ) ` Z— Permit No. "32S
Permit Fee �L up
C1UE H36 *1'9i3J nd'1C+l A1- Approvals:
APPLICANT PHONE/E-MAIL
ADDRESS l/ Z Z l'P!" 1-;a LJ
INSTALLERMUILDE!#: -_-1ZDEV
_
M� PHONE/E-MAIL
ADDRESS: ( //
OWNER //0 M2S fGy-l-� G��t114—'6i PHONE/E-MAIL
r COMMUIV�TY
Address �IZP�`i`� -
CONTACT PERSON FOR BUILDING&CODES COM IJANCE !60-e2,1 Z J PHONE
RESIDENCE INFORMA � /1
Year Built #of bedrooms X Gal—Ions per bedroom ==Total Daily Flow
1980 or older Garbage grinder installed _ N
1981-1991 Spa or Hot Tub installed _Y _
1992-Presets
PARCEL INFORMATION
Topography Flat rolling _Steep slope _%slope
Soil Nature :25and _Loam _Clay _Other
Groundwater At what depth? /
Bedrock/Impervious Material At what depth?
Domestic Water Supply Municipal _Well(it well,water supply from any septic system absorption Is_ft.)
Percolation Test Rate: /_ 5_ 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 Z ft.;Each trench Ye ' x
Seepage Pit with#3 stone How many: ;size
AhematIve System Bed or other type?
Holding Tank System Total required capacity? Tank size #of tanks
N2l188:. 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-Bush 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 these and all re- the Tg�y of Queensbury Sanitary Sewage Disposal Ordinance.
Print Name: if�l Ccnv Ur� �i Date: G-/3-/7
Signature: Date: e5 -lJ iZ_
Town of Queensbury Building&Codes Septic Disposal Permh July 2014
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309.9-2-1
309.9-2-1 SEP-000325-2017 H (, (�(Q PL% v
Homestead Village
9 & 10 Windsong Drive
Residential Septic Alteration
BORING AND PERCOLATION TEST:
INSPECTION REQUIREMENTS;
ASSUMED CONDITION BASED ON SITE EVALUATION
ENGINEER OF RECORD TO INSPECT TRENCHES PRIOR TO BACKI=ILLING,
0-5' MEDIUM FINE SAND
NO WATER OR MOTTLING
NOTE: PERCOLATION RATE APPROXIMATELY ONE MINUTE
1) BASEMAP INFORMATION OBTAINED FROM PUBLICALLY AVAILABLE CD
RESOURCES AND DOES NOT REPRESENT AN ACTUAL FIELD LEGEND: NOTE: SOIL CONDITIONS TO BE CONFIRMED BY P.E. PRIOR TO BACKFILLING SYSTEM. cq
INSTRUMENT SURVEY.
EDP DENOTES EDGE OF PAVEMENT (�
WS DENOTES WATER SHUTOFF SEPTIC DESIGN : NK
EXISTING SANITARY STRUCTURES AND SEEPAGE DEVICES ARE APPLICATION RATE = 1 .2 GAL.f SF/DAY Q >
TO BE CRUSHED IN PLACE AND FILLED WITH NATIVE MATERIAL. L
LOT 9w a v
i 3 BEDROOMS AT 100 GALLONS/BEDROOM �+=+
r-- PROPOSED WYE AND 4" PVC SDR L COPS � =300 GALLONS > 0 0)
-35 (GASKETED BELL) AT 1% MIN. -0 a --
! LOT 10
3 BEDROOMS AT 100 GALLONS/BEDROOM n - '
PROPOSED 1,000 GALLON SEPTIC PROPOSED 1,000 GALLON SEPTIC N U) 0)
TANK (SEE DETAIL - SHEET 2) TANK (SEE DETAIL - SHEET 2) =300 GALLONS W O
p od a)
' PROPOSED 4'" PVC PROPOSED 4" PVC TOTAL 3: (n W
SCH 40 AT 2% MIN. SCH 40 AT 2% MIN. 6 BEDROOMS AT 100 GALLONS/BEDROOM
� 1j � O k. j — 600 GALLONS
FEN CE4,i a, USE (2) 1 ,000 GALLON PRECAST SEPTIC TANKS
x ' �` 3F ;� Revc-wcdB 1, �� USE 6 LINES AT 42 FT. EACH (SPACED 6 FT. ON--CENTER) z
j� CONS j�+UCTION NOTES:
E ( NoR7-H 1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR q
THE SOIL MOISTURE CONTENT IS HIGH. IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES
3 I I I 3 BELOW THE SURFACE CAN EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE N
BEDROOM I ( I I BEDROOM MOISTURE CONTENT IS TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY
UNIT I I I I ( ( UNIT MUST BE PRESENT FOR A RIBBON TO BE FORMED. o
REMOVE EXISTING I I I I ( ( 2) TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE
TREES AS NECESSARY ( I I I I I 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 = 3
I
NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE-THAW I I I I PROPOSED CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE IN THE `o
DISTRIBUTION BOX #2 DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE MINIMIZED TO PREVENT SOIL PERMEABILITY a
w I I Ix I "I I FENCE _ {SEE DETAIL - SHEET 2} M REDUCTION
DUE TO REACOM ACTION PLUS POSSIBLE TRENCH CAVE-!N AND DISTRIBUTION PIPE _ 3
o y� I I I ., w o
= y J
I
3 AFTER A FINAL GRADE CHECK, o
(�� _ I I o ) - H GK, TRENCH,EXCAVATION MAY BEGIN. TRENCH DEPTH SHALL BE AS
- I - SHALLOW AS POSSIBLE_,-BUT•NOT LESS THAN 18 INCHES'. TRENCHES SHALL BE EXCA✓A TED TO
o =1 "( I Z a`-:)� DESIGN DEPTH
WITH BOTTOMS PRACTICALLY LEVEL. m�
z �_ - 4) FOLLOWING EXCAVATION, THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND. THE BOTTOMS' OF °
z
F w THE TRENCHES SHOULD BE CHECKED BY A TRANSIT, ENGINEER'S LEVEL, OR CARPENTER'S LEVEL TO z
V) ." x ASSURE THAT EACH IS PRACTICALLY LEVEL. TRENCH BOTTOMS AND SIDEWALLS SHOULD BE QI
-- w -- _ IMMEDIATELY RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF AGGREGATE PLACED IN I
THE TRENCHES.
RR: 11 a� _
( r�; � j 5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF ;is TO %j2 INCH PER
FOOT. PRESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE INSTALLED LEVEL. GRADES SHALL BE
Q o _
� s°° t DETERMINED BY AN ENGINEER'S LEVEL, TRANSIT OR CARPENTER'S LEVEL. AN EASY METHOD OF
W W 4t 1..4 �ei
MEASURING THE %s INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A %4 INCH BLOCK TO y,
o S o° y II ONE END OF A STRAIGHT FOUR FOOT BOARD. BY PLACING THE BLOCKED END WITH THE BLOCK
/,AC/NG DOWN ON THE DOWNSTREAM TOP OF THE DISTRIBUTOR PIPE, A CARPENTER'S LEVEL CAN BE
o00 z° z �. to too '1t t u5ED TO DETERMINE THE 'hs INCH PER FOOT SLOPE A % INCH BLOCK SIMILARLY USED WOULD
R PARKING �W PA&KING d PARKING G -
• I"9 -„,,;g 7 = i
AREA e�C1 �11?EA W(t W F` AREA s ' p c� ;3i1 .4 w, RESULT IN A /32 INCH PER FOOT SLOPE, ANOTHER METHOD USED TO ESTABLISH THE GRADE OF
e Udo e�U cn
DISTRIBUTOR PIPE IS BY BATTER BOARDS. AGGREGATE SHALL BE INSTALLED /N THE TRENCHES TO
LOT 11 3100 LOT 10 31°z LOT Q LOT 8 v.._m `' A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL
U z o m cc AGGREGATE MAY BE REQUIRED TO BRING THE TOP OF THE AGGREGATE TO WITHIN SIX TO 12 INCHES
0 o z ? m C3; OF FINAL GRADE.
ws ws ° c : y ei
I EDP m `7 1Q &) AFTER THE UPPER AGGREGATE IS PLACED IN THE TRENCHES, THE GEOTEXTILE, UNTREATED BUILDING w
a pU) -
z p PAPER, HAY OR STRAW IS TO BE IMMEDIATELY INSTALLF_D ON THE AGGREGATE AND THE TRENCH
j C () BACKFILLED WITH EXCAVATED SOIL. IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE
1 m r W TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED
,, z rn w` BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE. ?
g x' 1 DRI �' s m 7) THE EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL_ GROUND LEVEL O.E, NOTVE
z
cars f7 COMPACTED) TO ALLOW FOR SETTLING. FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE z
m- v > GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT
,-,rn m rte-' Z SHALL NOT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE
c� SUBSURFACE SEWAGE TREATMENT SYSTEM HAS BEEN CONSTRUCTED. m
CONTRACTOR MUST CONFIRM > s' cm w
alp mom. ' �- m 8) A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHOULD EXIST BETWEEN THE HOUSE SEWER AND j
LOCATION OF EXISTING WATER t ?' m c> ANY WATERLINE. WHERE LINES MUST CROSS, THE WATER SERVICE LINE SHALL BE AT LEAST 12 °
CONTRACTOR MUST CONFIRM SERVICE PRIOR ((j. � t�n co INCHES ABOVE THE HOUSE SEWER, IF A WATER LINE MUST PASS BELOW THE HOUSE SEWER, THE Z
G LOCATION OF EXISTING COMMENCEMENT Or” "°'-ti �
WATER SERVICE PRIOR TO VERTICAL SEPARATION MUST BE AT LEAST 18 INCHES. a
' COMMENCEMENT OF CONSTRUCTION AND MAINTAIN A 3
CONSTRUCTION AND MINIMUM 10 FT. SEDARATION 9) ROOF FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE
MAINTAIN A MINIMUM 10 FT. BETWEEN THE EXISTING WATER SYSTEM. WATER SOFTENER, WATER RECHARGE AND BACKWASH WASTES NORMALLY ARE NOT TO BE
SEPARATION BETWEEN THE SERVICES AND PROPOSEDDISCHARGED TO THE SYSTEM UNLESS A SEPARATE SUBSURFACE DISCHARGE TO AN AREA 250 FEET
EXISTING WATER SERVICE SANITARY SEWER LATERALS FROM WELLS OR WATER COURSES IS UNAVAILABLE. _ w
AND PROPOSED SANITARY 2
SEWER LATERALS
SH
/�' /�
i�J G I 1 OF w
" PROPOSED ABSORPTION FIELD a
6 LINES AT 42 FT. EACH TO �
SERVICE BOTH LOTS 9 & 10 P, j-0 TI N
(SEE DETAIL - SHEET 2) TT T lN
= v
N
r. I' TADVILLA "' U
NOTE: _ TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK
071 , SCALE, 1 " = 20' MAY 24, 2017 U
MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION. V
THE LOCATION OF THE WATER SERVICE MUST BE VERIFIED PRIOR TO CONSTRUCTION � 900 ROUTE 146 CLIFTON PARK, N
"Y. 12065 ( ) 371 -7621
€ `
,.�., TO CONFIRM PROPER SEPARATION DISTANCE FROM TILE FIELD (MINIMUM 10 FEET) ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
°.°...... ....... ° °° °. �._ . _ . .. P.E.
MICHAEL
S McNAMARA O
HEAVY DUTY MANHOLE FRAME
FINISH GRADE AND COVER BY CAMPBELL OR EQUAL
NSIOSS EX
ACC
1:d
ETEN - . - (MH GRADE RINGSASPH `SEALALTIC III= -IIII- 2' I.D. AS PER
TOPSOIL FOR SETTLING I I (AOSRREQ REQUIRED)
OR EQUAL
ri
=— OUTLET
NL4T ,4" OR b" 3" MIN.-
=1 I II-1 111 — =1 I I P4 I I I I I =1 11=1 I I TERRATEX N0. 2 NONWOVEN I I FA�
-X IIII— BLDG. SEWER
I EARTH —I - EARTH - — UNTREATED I BUIDIINGI PAPER \BACKFILL =IIII=1 BACKFILL I1111`OR STRAW = I WATER TIGHT JOINT (TYP.)
r _ SANITARY I
II�_� I=I I I' I=IIII= III=IIII= TEE u FULL m v PARGE W/NON-SHRINK GROUT Q
W� z w 4" MIN. INSIDE & OUT Q
=I I11= —IIII=1 =IIII=1 =1I I I= i ALL JOINTS BELO � � p SANITARY TEE
BITUMINOUS
TOP OF AGGREGATE '�- 4" PVC MIN. LIQUID LEVEL TO BE I
TO BE WITHIN N_
OO - z OO UO OOI� WATERTIGHT AND INTERIOR Q p I
6"-12" OF SURFACE Q, RAKE ANY PERFORATION JOINT' LEAKAGE TESTED COAT p
I I
O 2 SMEARED / PRIOR TO BACKFILLING KOP 300M C+ I I BAFFLE WITH
7J_
TRENCH o n n OR EQUAL J 4"X18" MIN.
Z67 I MAY NOT BE
WALLS
cV — tJ I REQUIRED -
L/ Q 7 .., ., .. .,., .... .,
Z;?O � O
Z70 067 �a O
- 6" TO 12" LAYER
PEA GRAVEL OR
24„ 11, 24" 1I CRUSHED STONE OR CRUSHED STONE
GROUNDWATER BEDROCK WASHED GRAVELBEDDING LAYER
MIN OR IMPERVIOUS LAYER %4" TO 1Y2" SECTION VIEW
NOTE: —24" I.D. TAPERED
PLUG (TYP.)
CROSS SECTIONAL VIEW LONGITUDINAL VIEW ASPH sEaL INLET INVERT IS 3" ABOVE `
(2" MIN.)
I I THE SLOPE OF THE OUTLET PIPE
BETWEEN THE SEPTIC TANK AND THE
TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC I I DISTRIBUTION BOX TO BE Y4" PER FT.
UNTREATED BUILDING PAPER OR PERMEABLE
/j,
EOTE1XIT=ILE OR 4" LAYER OF STRAW INLET �P
OUTLET
=l �.
�I i 1 �, n
=1 I I IOU
67 67 co, 0� �� O 00 Op 2" MIN I I I— THE SEPTIC TANK TO BE 4 PER FT. BAFFLE NOTE: N
THE SLOPE OF THE INLET PIPE
BETWEEN THE RESIDENTIAL UNIT AND
. OSI X" MAY NOT BE BAFFLE NOT REQUIRED FOR
FLOW - I 0 0 0 0 . 0 0 0 0`!0 0 0 0 PROVIDE CAPS I TANKS LESS THAN 10 FT. LENGTH a
REQUIRED
° °�° °,0.,,° ° -�, ° .9 °. .°..., 0 0 0 0 o ON LINE ENDS _.
Fo 00
0 OO OO ��� �g 0 »C» "D» a
SLOPE PIPE X6"-Ye2" PER FT. ^o
SPACING OF ABSORPTION TRENCH 6' O.C. PLAN VIEW
c
TRENCH BOTTOM TO BE NEAR OUTSIDE
LEVEL AND RAKED TANK SIZE MIN. LIQUID DEPTH "A" TANK DIMENSIONS "B"X"C" "O" "I" I HEIGHT 3
TRENCH PROFILE
1000 GAL. 5'-O" 4'-3" x 8'-2" 5'-6" 5'-9" 6'-8" o
TAIL
z
A TI
..
SEPTIC TANK (HEAVY DUTY SEPTIC TANK) °
NOT,.TO SCALE
v®T`TO SCALE FORT MILLER OR EQUAL
I
0
GRADE QI
41
..-.... _. NOTE: v
I. PIPE JOINTS TO BE SEALED WITH a
ASPHALTIC MATERIALS OR EQUIVALENT.
PAVEMENT OR
12" MIN. REMOVABLE COVER 7
2. INVERT ELEVATIONS OF ALL o
ORIGINAL GROUND OUTLET PIPES MUST BE EQUAL.
SLOPEJ. THE PIPES
WHERE TRENCH SHIELD IS USED 11 :.._. I: r BETWEEN THE DISTRIBUTION BOX
WITH THE APPROVAL OF THE SELECTED GRANULAR FILL TO -' I AND THE DISTRIBUTOR LATERALS
ENGINEER, SHEETED TRENCH A.O.B.E. = AS ORDERED BY ENGINEER
PAYMENT LIMITS WILL APPLY. ( - BE PLACED UNDER PAVEMENT I NOTE: CONTRACTORS MUST COMPLY WITH ALL BAFFLE SHOULD BE l/$" PER FOOT. cW,
LOCAL, STATE, & FEDERAL SAFETY REGULATIONS.
i 1 I
ALL BACKFILL MATERIAL TO BE TRENCH SLOPES ARE GIVEN FOR (OSHA & N.Y.S. D.O.T.) INVERT
PLACED IN 8" LIFTS AND MAX. PAYMENT LIMITS ONLY FOR INLET 2"MIN EL E V. w
BE COMPACTED TO 95% STANDARD 3 PEN CUT AND ARE NOT INTENDED 3 —_ ~
To REPRESENT STABLE SLOPES NOT INTENDED TO REPRESENT .�
PROCTOR ASTM D698 . O O O w
a T � CONTRACTOR TO USE SPEED LEVELERS z
DEBRIS, FROZEN MATERIAL, LARGE O O O AS SUPPLIED BY FORT MILLER TO
( ) _; UNDER FIELD CONDITIONS. A SAFE SLOPE 0 U T L E
CLODS OR STONES, ORGANIC I_ - 2 EQUALIZE FLOW. z
MATTER, OR OTHER UNSUITABLE II_ 6' WIDE GREEN PLASTIC LOCATOR TAPE, . -5
MATERIALS SHALL NOT BE - MARKED "CAUTION SEWER BELOW" —
USED AS BACKFILL.
TRACER WIRE #8 THNN STRANDED
COPPER OR STAINLESS STEEL
SELECTED GRANULAR FILL 12" MIN
PLACED IN 6" LIFTS AND CLEAN SAND OR PEA GRAVEL m
z
TA PED OR - -
MECHANICALLYM
A.O.B.E. SEE NOTES 1&2.
a
2" THICK RIGID POLYSTYRENE INSULATION -
U
z
k LOCATIONS WITH LESS THAN 4' COVER).
CRUSHED STONE OR SELECT
DISTI IN BOX
' ?�`""�``"° f°`�`•`% `"��- EXTEND TO MIN. 4' BELOW GRADE.
GRANULAR MATERIAL AS ORDERED •: ✓
BY ENGINEER (MECHANICALLY " ''.:•.:;; . � _....._,W"....•..._.....�_�.�,..•. ,...,_ .. ..,_.. .,,. ,. . .... . ... ..
NOT TO SCALE Y
TAMPED) OR A.O.B.E. SEE NOTE 2.
rn; 5" MIN. FOR PIPE 12" DIA. AND SMALLER o
FOR UNSTABLE TRENCH BOTTOM USE rz ' ;° ',
12" MIN. FOR PIPE 14" DIA. AND LARGER w
ADDITIONAL DEPTH OF STONE AS 2
NECESSARY TO PROVIDE A FIRM
FOUNDATION. WHERE A WATER TABLE CONDITION EXISTS
STONE BEDDING SHALL BE WRAPPED IN A
ON-WOVEN GEO-TEXTILE ENVELOPE SHEET °
z
(FABRIC EQUIVALENT TO AMOCO 4545) a
NOTES: ✓' I/ TA R I�✓ DETAILS
1) NATIVE EXCAVATED GRANULAR MATERIAL 2) CRUSHED STONE NOT TO EXCEED #2 INIrA /✓
MAY BE USED IF APPROVED BY THE SIZE. GRANULAR FILL TO MEET THE NE WINDSONG DRI AE o
N
ENGINEER. FOLLOWING REQUIREMENTS: j v
0 % IN EXCESS OF 3" 4 �� / o
25 %-75% PASSING #4 SIEVE �, \
0 %-15% PAvSING #200 SIEVE .
,:. n ✓' "'. `
j c ;{ TOWN OF QUEENSBUR Y WARREN COUNTY, NEW YORK
TRENC H D ETAI L
. y. SCALE: , P, Y 20' MAY 2 2017
« '�� ' ,
NOT TO SCALE un y o
900 ROUTE 146 CLIFTONN.Y. 12065 ( ) 371 -7621
ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
MICHAEL S. McNAMARA
P E71,029
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