2013-485 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20130485 Date Issued: Wednesday, November 20, 2013
This is to certify that work requested to be done as shown by Permit Number P20130485
has been completed.
Tax Map Number: 523400-309-009-0002-001-000-0000
Location: 200 LUZERNE Rd
Owner: HOMESTEAD VILLAGE L P
Applicant: SANITARY SEWER
This structure may be occupied as a:
Septic Alteration Residential
By Order of Town Board
TOWN OF QUEENSBURY
(TD j4,ct
Issuance of this Certificate of Compliance DOES NOT relieve the
4
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.
Oek TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20130485 Application Number: A20130485
Tax Map No: 523400-309-009-0002-001-000-0000
Permission is hereby granted to: SANITARY SEWER
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
Plans&Specifications
2013-485 5 & 6 Windsong
Res/Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, October 16,2014
(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 of Que sbu 141 W, •, e 1� ., . I ctober 16,2013
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Community Development Office
Town of Queensbury - 742 Bay Road • Queensbury, New York -12804
OCT 15 71113
Office Use Only
g 6
TAX MAP NO. 9 c `'' PERMIT No. j5 PERMIT FEE
APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED
BEFORE WORK BEGINS.APPL
I
CATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.
OWNER: /4�'71 S t INSTALLER: c--5;91V/ �iY�tr�]�c✓c'/Z ��i k ' P
ADDRESS: '?"'ZZ /- C�}�sT � ADDRESS::.- /J C' Z2Y 4/`"^'-1 / "./7-J
PHONE NOS. PHONE NOS. -576---2Z `72X
LOCATION OF INSTALLATION:(Of S-5. G Pt '`�S'/(' f� t U/,�
RESIDENCE INFORMATION:
YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW
BEDROOMS (Gallons per bedroom) GARBAGE GRINDER
1980 or older X 150 = INSTALLED?
1981 -1991 X 130 = SPA OR HOT TUB
1992-present X 110 = INSTALLED?
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLINg STEEP SLOPE %SLOPE
✓ SOIL NATURE: SAND LOAM CLAY OTHER
✓ GROUNDWATER: AT WHAT DEPTH?
✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH?
✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply from any septic system absorption is: ft)
✓ PERCOLATION TEST: RATE IS PER MINUTE PER INCH[mpi] (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:"" /OP GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,
spa or whirlpool tub.
SYSTEM TYPE:
fBSORPTION FIELD(WITH NO.2 STONE) Total length 2s
r/ ft. Each trench X
❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size?
❑ALTERNATIVE SYSTEM Bed or other type?
❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks?
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL
INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED.
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 QUESTIONS? CALL 7614256 OR EMAIL
Sanitary Sewage Disposal Ordinance. codes(a.nueensburv.net
Signat e % Person Responsible Date VISIT OUR WEBSITE FOR MORE INFORMATION
www.oueensbury.net
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection =• -•i ived:
Queensbury Building &Code Enforcement Arrive:' - _ . 01., i- •.rt: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initial-WS
NAME: \--\Oijk E\5T�C ) \C1L E P' ' IT NO.: 13 —L\ ---
LOCATION: '541(0 13,11ky) cn () d :PECT ON: i I "1"i"1 2)
RECHECK:
Comments and/or diagram
Soil Type: Sand / 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
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 -.
itoSeparation of Pits l • .
Conforms as per Plot Plan i N
Engineer Report and As-Buil r T N
ETU Maintenance Contract _Y_ N
provided I
Location of System on Property:
Front ear Left Side Right Side Middle Front Middle Rear
S stem Use S tus:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Fors\Inspection Forms\Septic Inspection Report 03 29 10.doc
pllll►IIIIIII
�� IIIIIIIIIIII ;
ENVIRONMENTAL DESIGN
PARTNERSHIP, LLP
November 16, 2013
Queensbury Building& Code Enforcement
742 Bay Road
Queensbury,NY 12804
Attn: John O'Brien
Re: Homestead Village Mobile Home Park
Lots 5 & 6 Windsong
Dear John:
On November 6, 2013 our office inspected the above referenced Homestead Village Mobile
Home Park lots. The purpose of this visit was to observe the installation of the new septic system
designed by EDP dated November, 2013.
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. However,
due to special constraints the configuration of the lines was modified as shown on the attached
as-built plan.
Please contact me should you have any questions regarding this system.
Sincerely,
1(:7,P01.0
James E. Mitchell, P.E.
900 Route 146, Clifton Park, New York 12065 phone (518) 371-7621 -fax(518) 371-9540
•
LEGEND:
WS. DENOTES WATER SHUTOFF
NOTE:
1) BASEMAP INFORMATION OBTAINED FROM PUBLICALLY AVAILABLE
RESOURCES AND DOES NOT REPRESENT AN ACTUAL FIELD
INSTRUMENT SURVEY.
J
N
CONCLA.
PAD x
w
I
PARKING U
AREA
W
W
3
AS—BUILT 1,000 GALLON SEPTIC TANK
AS—BUILT 4" PVC
SCH 40 AT 2% MIN.
E N C E
r< \
i�
LOT 7 PARKING
AREA
EXISTING
MOBILE
HOME
AS—BUILT WYE AND 4" PVC SDR
—35 (GASKETED BELL) AT 1% MIN.
AS—BUILT 1,000 GALLON SEPTIC TANK
AS—BUILT 4" PVC
SCH 40 AT 2% MIN.
1
EX.
SHED
I
I
I I I I
AS -BUILT
EXIS77NG DISTRIBUTION BUTION BOX #2
MOBILE
HOME
I
I I I
I i o
Q.
I I I I
I I I I U
PARKING
AREA
W. S.
WIN SONG =�
LOT 5
PARKING
AREA
DRI VE
>I
� RI
W 3
ti
AS—BUILT ABSORPTION FIELD
3 LINES AT 55 FT. AND 2
LINES AT 50 FT. EACH TO
SERVICE BOTH LOTS 5 & 6
EXISTING
MOBILE
HOME
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 5
3 BEDROOMS AT 100 GALLONS/BEDROOM
=300 GALLONS
LOT 6
3 BEDROOMS AT 100 GALLONS/BEDROOM
=300 GALLONS
TOL
6 BEDROOMS AT 100 GALLONS/BEDROOM
= 600 GALLONS
USE (2) 1,000 GALLON PRECAST SEPTIC TANKS
USE 5 LINES AT 50 FT. EACH (SPACED 6 FT. ON—CENTER)
TOkf\IN OF QU'`.
PUILDINIG A
Review
Date: __
AS -BUILT SEPTIC REHABILI TA TION
PREPARED FOR
L O T 5& 6 WINDSONG DRI VE � 3 -4S'5-
HOMESTEAD VILLAGE
TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK
SCALE: 1 " = 20' NOVEMBER 11, 2013
ENVIRONMENTAL DESIGN PARTNERSHIP, LLP
900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621
ENGINFEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
JAMES E MITCHELL P.E. 53,337
no
2
CIL
Q
LLgJ '-3PM
Septic Inspection Report
Office No. (518) 761-8256 Date Ins on reque- =iv;.:
Queensbury Building &Code Enforcement Arrive: P 3t a D:.art: ..-•!; a pm
742 Bay Rd., Queensbury, NY 12804 Inspecto s Initials: `_
NAME: /IT eS `�- ?€t C PE 7IT NO.: / 3 -<875
LOCATION: 3 c+ Up AI. I PECT ON: /1
RECHECK:
Comments and/or diagram
Soil Type.= .am / Clay
Type of Water: • unici ell Water
Waterlin- -paration distance l0 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 -'eg% c= "t,ft.
Depth of trenches Zr- ft.
Size of Stone �rZ
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank L-1,. _ A, y�
Tank to Distribution Box y" k) -7h
Distribution Box to Field/ Pit \-j" h0C- -7,9 TO
`--1,'' h0 R -23 CS-
Opening Sealed: N
End Cap N
Inlet/Outlet Pipes&Baffles
Manholes 12"or less below grade _Y_N
[provide extension collar if Yes] Y N ---
Location / Separations
M Foundation to tank 5 , , ft.
A_
Foundation to absorptionft.
Separation of Pits
Conforms as per Plot Plan Y
Engineer Report and As-Built _Y^ N
ETU Maintenance Contract _Y N
provided
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
System Use Status' (\(TO R,NF1LL
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
INSPECTION REQUIREMENTS:
ENGINEER OF RECORD TO INSPECT TRENCHE=S PRIOR TO BACKFILLING.
NOTE:
7) BASEMAP INFORMATION OBTAINED FROM PUBLICALLY AVAI_ AHI F
RESOURCES AND DOES NOT REPRESENT AN ACTUAL FI__L
INSTRUMENT SURVEY_
REMOVE EXISTING
TREES AS NECESSARY
PROPOSED 1,000 GALLON SEPTIC
TANK (SEE DETAIL — SHEET 2) -
PROPOSED 4" PVC
SCH 40 AT 2% MU
FEN C E��
EXISTING
MOBILE
HOME
CONC.
PAD
PARKING
AREA
LOT 7 PARKING
AREA
CONTRACTOR MUST CONFIRM LOCATION OF
EXISTING WATER SERVICE PRIOR TO
COMMENCEMENT OF CONSTRUCTION AND
MAINTAIN A MINIMUM 10 FT. SEPARATION
BETWEEN THE EXISTING WATER SERVICE AND
PROPOSED SANITARY SEWER LATERALS
NOTE:
1 1 1
LOT 6
AREA
I WI ND SON
U
ti
U WOW
SI mp�n
� Oa°
� o00
til ti�G
3 UPJ
OQ
V2°
°
EXISTING SANITARY STRUCTURES
INCLUDING SEPTIC TANK AND SEEPAGE h'1
DEVICES ARE TO BE CRUSHED IN PLACE \
AND FILLED WITH NATIVE MATERIAL. I`
F � J \
ui
U W Q l
oU�� t Q
PROPOSED WYE AND 4" PVC SDR z o d o
—35 (GASKETED BELL) AT 1% MIN. QZ ¢ LL
a
w
ww=
H >w>
PROPOSED 1,000 GALLON SEPTIC O ~ o
TANK (SEE DETAIL — SHEET 2) d m J w
U 0�Sv
F- opo
EXISTING SHED TO BE RELOCATED w <<'-'„ w
rn zC)=o
wOF's w
>¢
= U Ru z
PROPOSED 4" PVC —��
f__ SCH 40 AT 2% MIN.
EXISTING
MOBILE
HOME
LOT 5
W S.
EX
SHED
PROPOSED
DISTRIBUTION BOX #2
(SEE [DETAIL — SHEET 2)
PARKING
AREA
DRI VE
FENCE TO BE REMOVED
AND REINSTALLED IN
PLACE AFTER
CONSTRUCTION IS
COMPLETED.
PROPOSED ABSORPTION
FIELD 5 LINES AT 50 FT.
EACH TO SERVICE BOTH
LOTS 5 & 6 (SEE DETAIL —
SHEET 2)
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 DISATNCE FROM TILE FIELD (MINIMUM 10 FEET)
EXISTING
MOBILE
HOME
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 5
3 BEDROOMS AT 100 GALLONS/BEDROOM
=300 GALLONS
IF QUEENSBURY
G DEPARTMENT
A examination; compliance
s shall not be construed as
Is and specifications are it
lith the Building Codes o
LOT 6
3 BEDROOMS AT 100 GALLONS/BEDROOM
=300 GALLONS
TOTAL
6 BEDROOMS AT 100 GALLONS/BEDROOM
= 600 GALLONS
USE (2) 1,000 GALLON PRECAST SEPTIC TANKS
USE 4 LINES AT 63 FT. EACH (SPACED 6 FT. ON—CENTER)
CONSTE?UCT/ON 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 APPROXIMA7EL ) NINE INCHES
BELOW THE SURFACE CAN EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE
M0I2TURE 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 (l. 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
MISALIGNMENTIBREAKAGE.
3) AFTER A FINAL GRADE CHECK, TRENCH EXCAVATION MAY BEGIN_ TRENCH DEPTH SHALL BE AS
SHALLOW AS POSERLE, BUT NOT LESS THAN 18 INCHES, TRENCHES SHALL BE EXCAVATED TO
W TH- BO-TT-0MS PRA.CS/CALL Y 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 %s TO Y32 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 Y4 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 Y16 /NCH PER FOOT SLOPE A Ye INCH BLOCK SIMILARLY USED WOULD
REBJLT IN A %32 INCH PER FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF
Dl i,AIBUTOR 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
�y p�g+f� L r,t BACKFILLED WITH EXCAVATED SOIL. IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE
,i OF QUEENSIBUR: [ UILDINGSPAPER LDTO PREVENT BE ORSIDEWALL COLLAPSE AND SILTATION ARILY COVERED WITH AN SINTO TTHE AGGREGAERIAL, SUCH ATE. TREATED
't & CO ES `7PT 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.
w 8) A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHOULD EXIST BETWEEN THE HOUSE SEWER AND
Q 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
VERTICAL SEPARATION MUST BE AT LEAST 18 INCHES.
kk 9) 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
DISCHARGED TO THE SYSTEM UNLESS A SEPARATE SUBSURFACE DISCHARGE TO AN AREA 250 FEET
FROM WELLS OR WATER COURSES IS UNAVAILABLE.
CONTRACTOR MUST CONFIRM /
LOCATION OF EXISTING WATER
SERVICE PRIOR TO SHEET 1 OF 2
COMMENCEMENT SEPTIC DESIGN PREPARED FOR
CONSTRUCTION AND MAINTAIN A
MINIMUM 10 FT. SEPARATION
BETWEEN THE EXISTING WATER
SERVICES AND PROPOSED LOT 5 & 6 WINDSONG DRIVE
SANITARY SEWER LATERALS
HOMESTEAD VILLAGE
TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK
SCALE: 1 " = 20' OCTOBER 3, 2013
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
c
Z
OL
WHERE TRENCH SHIELD IS USED .- -
WITH THE APPROVAL OF THE
ENGINEER, SHEETED TRENCH
PAYMENT LIMITS WILL APPLY.
1
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�`l
A. 0. B. E. SEE NOTES 1&2.
CRUSHED STONE OR SELECT
GRANULAR MATERIAL AS ORDERED
BY ENGINEER (MECHANICALLY -{— —
TAMA.O.B.E. SEE NOTE 2._____ I I �- 6'" MIN, FOR PIPE 12" DIA. AND SMALLER
FOR UNSTNST ABLL E TRENCH BOTTOM USE ------ ILJI
ADDITIONAL DEPTH OF STONE AS I 12" MIN. FOR PIPE 14" DIA. AND LARGER
NECESSARY TO PROVIDE A FIRM - (-
FOUNDATION.
NAT
EXCAVATED GRANULAR MATERIAL
USED IF APPROVED BY THE
R.
TRENCH DETAIL
SELECTED GRANULAR FILL TO
BE PLACED UNDER PAVEMENT
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.
ENT OR
AL 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 THING STRANDED
COPPER OR STAINLESS STEEL
2" THICK RIGID POLYSTYRENE INSULATION
A LOCATIONS WITH LESS THAN 4' COVER).
EXTEND TO MIN, 4' BELOW GRADE.
NOTES:
1) NA
MAY BE
ENGINE
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 %-7� % PASSING #4 SIEVE
o %-1st PAsswc #20o SIEVE
NOT TO SCALE
HEAVY DUTY MANHOLE FRAME
FINISH GRADE /--AND COVER BY CAMPBELL OR EQUAL
ASPHALTIC III = �� (MEREQDE RINGS)
-IIII NEXTENSIN
SEAL == —= 2 LD. AS PER
FORT MILLER OR EQUAL
(AS D)
INLET
4 OR
BLDG. SEWER
SANITARY—
TEE
ALL JOINTS BELOW
LIQUID LEVEL TO BE
WATERTIGHT AND
LEAKAGE TESTED
PRIOR TO BACKFILLING
ASPHALTIC
SEAL
INLET H
THE SLOPE OF THE INLET PIPE
BETWEEN THE RESIDENTIAL UNIT AND
THE SEPTIC TANK TO BE Ya' PER FT.
3" MIN.-
EriI 1 1/3 z
—= A 2
H
z d
FULL 4" MIN.
'- BITUMINOUS � o
INTERIOR - o
COAT Q
NOR 300M c7 BAFFLE WITH
OR EQUAL :J 4"X18' MIN
-
MAY NOT BE
SECTION VIEW
NOTE:
INLET INVERT IS 3" ABOVE
(2" MIN.)
BAFFLE
MAY NOT BE
aenuiR
G..
PLAN VIEW
OUTLET
s -
WATER TIGHT JOINT (TYP.)
PARSE W/NON-SHRINK GRO T
INSIDE & OUT
SANITARY TEE ..0,
6"' TO 12" LAYER
PEA GRAVEL OR
CRUSHED STONE
BEDDING LAYER
24" I.D. TAPERED
PLUG (TYP.)
THE SLOPE OF THE OUTLET PIPE
BETWEEN THE SEPTIC TANK AND THE
DISTRIBUTION BOX TO BE Ya"" PER FT.
0]
OUTLET
NOTE:
BAFFLE NOT REQUIRED FOR
TANKS LESS THAN 10 FT. LENGTH
TANK SIZE MIN. LIQUID DEPTH 'A"
1000 GAL. ' � O"
TANK DIMENSIONS "B"X"C"
"O"
—1111—
HEIS HT
4'-3" x 8'-2"
-1111—IIII,-
5'-91"
1. PIPE JOINTS TO BE SEALED WITH
=1111=IIII
ASPHALTIC MATERIALS OR EQUIVALENT.
TERRATEX N0. 2 NONWOVEN
z a
2 INVERT ELEVATIONS OF ALL
—11110
—�
J. THE SLOPE OF OUTLET PIPES
CONSTRUCTION FABRIC OR
- :
AC
BETWEEN THE DISTRIBUTION BOX
-—
TREATE BUILDING PAPER
BACKFILL
- BACKFILL
OR
SHOULD BE I/8" PER FOOT.
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Illi IIII
I—IIII- (�—Illi=
—IIII
TOP OF AGGREGATE
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OO 00
INVERT
_ = —
00
OC
4° PVC MIN -
EX
TO BE WITHIN
6"-12'" OF SURFACE
g O
RAKE ANY
PERFORATION
JOINT
OUTLET CONTRACTOR TO USE SPEED LEVELERS
SMEARED
V
AS SUPPLIcD BY FORT MILLER TO
TRENCH
EQUALIZE FLOW.
N
z
OO
(/��(J
WALLS✓/%�////�j
[/�)�.
/�//�//]/�
NOT TO SCALE
00 00
✓
O
7
24" -� CRUSHED STONE OR
24'
MIN
GROUNDWATER BEDROCK WASHED GRAVEL
OR IMPERVIOUS LAYER 3/>' TO 1Y2''
CROSS SECTIONAL VIEW LONGITUDINAL
VIEW
TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC
UNTREATED BUILDING PAPER Ort PERMEABLE
GEOTEXTILE OR 4"
LAYER OF STRAW
IIIIII—I�1
—IIII—I l f
=IIII—
-
Oa
O C7 ® a� 00 0 00 MIN.
G� 2"
a
FLOWPROVIDE
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
CAPS
ON LINE ENDS
`G 00 Cf7 �� r OO
O
SLOPE PIPE Ye" -Yu PER FT,
SPACING OF ABSORPTION TRENCH 6" 0, -
TRENCH BOTTOM TO BE NEAR
LEVEL AND RAKED
TRENCH PROFILE
ABSORPTION TRENCH DETAIL
NOT TO SCALE
WHERE TRENCH SHIELD IS USED .- -
WITH THE APPROVAL OF THE
ENGINEER, SHEETED TRENCH
PAYMENT LIMITS WILL APPLY.
1
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�`l
A. 0. B. E. SEE NOTES 1&2.
CRUSHED STONE OR SELECT
GRANULAR MATERIAL AS ORDERED
BY ENGINEER (MECHANICALLY -{— —
TAMA.O.B.E. SEE NOTE 2._____ I I �- 6'" MIN, FOR PIPE 12" DIA. AND SMALLER
FOR UNSTNST ABLL E TRENCH BOTTOM USE ------ ILJI
ADDITIONAL DEPTH OF STONE AS I 12" MIN. FOR PIPE 14" DIA. AND LARGER
NECESSARY TO PROVIDE A FIRM - (-
FOUNDATION.
NAT
EXCAVATED GRANULAR MATERIAL
USED IF APPROVED BY THE
R.
TRENCH DETAIL
SELECTED GRANULAR FILL TO
BE PLACED UNDER PAVEMENT
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.
ENT OR
AL 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 THING STRANDED
COPPER OR STAINLESS STEEL
2" THICK RIGID POLYSTYRENE INSULATION
A LOCATIONS WITH LESS THAN 4' COVER).
EXTEND TO MIN, 4' BELOW GRADE.
NOTES:
1) NA
MAY BE
ENGINE
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 %-7� % PASSING #4 SIEVE
o %-1st PAsswc #20o SIEVE
NOT TO SCALE
HEAVY DUTY MANHOLE FRAME
FINISH GRADE /--AND COVER BY CAMPBELL OR EQUAL
ASPHALTIC III = �� (MEREQDE RINGS)
-IIII NEXTENSIN
SEAL == —= 2 LD. AS PER
FORT MILLER OR EQUAL
(AS D)
INLET
4 OR
BLDG. SEWER
SANITARY—
TEE
ALL JOINTS BELOW
LIQUID LEVEL TO BE
WATERTIGHT AND
LEAKAGE TESTED
PRIOR TO BACKFILLING
ASPHALTIC
SEAL
INLET H
THE SLOPE OF THE INLET PIPE
BETWEEN THE RESIDENTIAL UNIT AND
THE SEPTIC TANK TO BE Ya' PER FT.
3" MIN.-
EriI 1 1/3 z
—= A 2
H
z d
FULL 4" MIN.
'- BITUMINOUS � o
INTERIOR - o
COAT Q
NOR 300M c7 BAFFLE WITH
OR EQUAL :J 4"X18' MIN
-
MAY NOT BE
SECTION VIEW
NOTE:
INLET INVERT IS 3" ABOVE
(2" MIN.)
BAFFLE
MAY NOT BE
aenuiR
G..
PLAN VIEW
OUTLET
s -
WATER TIGHT JOINT (TYP.)
PARSE W/NON-SHRINK GRO T
INSIDE & OUT
SANITARY TEE ..0,
6"' TO 12" LAYER
PEA GRAVEL OR
CRUSHED STONE
BEDDING LAYER
24" I.D. TAPERED
PLUG (TYP.)
THE SLOPE OF THE OUTLET PIPE
BETWEEN THE SEPTIC TANK AND THE
DISTRIBUTION BOX TO BE Ya"" PER FT.
0]
OUTLET
NOTE:
BAFFLE NOT REQUIRED FOR
TANKS LESS THAN 10 FT. LENGTH
TANK SIZE MIN. LIQUID DEPTH 'A"
1000 GAL. ' � O"
TANK DIMENSIONS "B"X"C"
"O"
"1"
HEIS HT
4'-3" x 8'-2"
5'-61'
5'-91"
SEPTIC TANK
(HEAVY DUTY SEPTIC TANK)
_ NOT To scALE
FORT MILLER_OR_EQUAL__
-- GRAPE
NOTE:
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.
J. THE SLOPE OF OUTLET PIPES
BETWEEN THE DISTRIBUTION BOX
AND THE DISTRIBUTOR LATERALS
SHOULD BE I/8" PER FOOT.
BAFFLE
o
INVERT
INLET
2"MIN EL EV.
O O O I
OUTLET CONTRACTOR TO USE SPEED LEVELERS
V
AS SUPPLIcD BY FORT MILLER TO
EQUALIZE FLOW.
2" MINI
CLEAN SAND OR PEA GRAVEL
i
#2 DISTRIBUTION BOX
NOT TO SCALE
SHEET 2 OF 2
SANI TAR Y DETAILS FOR
LOT 5 & 6 WINDSONG DRIVE
HOMESTEAD VILLAGE
EENSBURY REN COUNTY NEW YORK
TO WN OF QU WAR ,
SCALE: 9 = 20 OCTOBER 3, 2093
=' ENVIRONMENTAL DESIGN PARTNERSHIP, LLP
900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621
ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
JAMES F. MITCHELL P.E. 53,337