2013-535 ..001% 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: P20130535 Date Issued: Monday, December 02, 2013
This is to certify that work requested to be done as shown by Permit Number P20130535
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 /.
property owner of the responsibility for compliance with Site Plan, 4.
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.
0164 TOWN OF QUEENSBURY
'.4 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development - Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20130535 Application Number: A20130535
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
2013- 535 144 Elmhurst
Res. Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,November 20,2014
(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 o uee bury; `'`'e e s I1 November 20,2013
SIGNED BY � for the Town of Queensbury.
Director of Building&Code Enforcement
�s<
Community Development Office
Town of Queensbury • 742 Bay Road • Queensbury, New York •12804
Office Use Only? `
TAX MAP NO.3 ��- �—I PERMIT NO.13-535 PERMIT FEE `l D
APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED
BEFORE WORK BEGINS.APPLICATION
IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.
OWNER: /1O/v1 C' S' c'Af"'" ////�r INSTALLER:Sdt� � �//T � �� J✓[�' —Cer �r
ADDRESS: Gd f' /7 y G /,<'iiSt ADDRESS: PO . •aO X 2 z J 6'/ #-s ) z,i%
PHONE NOS. PHONE NOS.57 -7 ? 7z J`7
LOCATION OF INSTALLATION:
RESIDENCE INFORMATION:
YEAR BUILT NO.OF X COMPUTATION =
BEDROOMS (Gallons per bedroom) TOTAL DAILY FLOW
GARBAGE GRINDER
1980 or older X 150 = INSTALLED? r'(-1
1981 -1991 X 130 = SPA OR HOT TUB „„/'v
1992-present X .tp /G'7l = INSTALLED?
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLING V"- STEEP SLOPE %SLOPE
✓ SOIL NATURE: SAND oC LOAM CLAY OTHER
✓ GROUNDWATER: AT WHAT DEPTH? /' —
✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH?M"
✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply from any septic system absorption is: ft)
✓ PERCOLATION TEST: RATE IS _PER MIINUTE 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: 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: e-e-
Pis
ABSORPTION FIELD(WITH NO.2 STONE) Total length 512 ft. Each trench 3"O x
o SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size?
❑ALTERNATIVE SYSTEM Bed or other type?
o 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 761-8256 OR EMAIL
Sani ew • os mance. //_/Y✓/� codes(a�queensburv.net
VISIT OUR WEBSITE FOR MORE INFORMATION
Signature of Person Responsible Date www.queensbury.net
Septic Inspection Report
Office No. (518) 761-8256 Date Ins•- ion r-• es ed.
Queensbury Building &Code Enforcement Arrive: • = _ •• I-= rt: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: . \
NAME: I- )el �TE11O \rk' LL GE P •MIT NO.: `�2)— 3
LOCATION: s' \ k- E _ % 1W, J SPECT ON: (2-7 —
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 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.
�anf.ornasr Plot Plan _ N
Engineer Report eid As-Built Y N
ETtt Maintenance Contract _Y_ N
provided
Location of System on Property:
Front r Left Side Right Side Middle Front Middle Rear
S stem Use S us:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Fomis\Inspection Forms\Septic Inspection Report03 29 10.doc
ENVIRONMENTAL DESIGN
PARTNERSHIP, LLP
December 2, 2013
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 144 Elmhurst
Dear John:
On November 26, 2013 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 November 8, 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.
Please contact me should you have any questions regarding this system.
Sincerely,
C:7917
James E. Mitchell, P.L.
900 Route 146, Clifton Park, New York 12065 phone(518) 371-7621 -fax (518) 371-9540
Town of Queensbury Building & Code Enforcement LJa // -'/1 . 30
Office No. (518) 761-8256
Septic Inspection Report
Inspection request received:
Name: - ines-kgead Inspected on: — .-I _
Location: / /'./ P.)rn by I-* Arrive: a.m. .17
Permit No.: / 3- 5 3 5 Inspector's Initials:
mments and/or dia•ram
9 m
Soil Type:4111111!--.. .ay
Type of Water: Munici.. - ater
Waterline separation distance I 0 ft. .4—
Well
~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 15O ft.
Length of each trench 3a ft.
Depth of trenches _ 7- - 3 ft.
Size of Stone 4-
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank t_A,' hCG yt-')
Tank to Distribution Box Lio.
,LAV---3
Distribution Box to Field/Pit 1--i '' bic)e--- C_TU ti" 13\w.--27.;-7&2. -
Opening Sealed: i/Y_N
End Cap ✓y N
Inlet/Outlet Pipes&Baffles >/Y/ N
Manholes 12"or less below grade YY .NN
[provide extension collar if Yes] Y %Al
Location/Separations
Foundation to tank ',j-- ft.
Foundation to absorption ij ft. .
Separation of Pits / ft.
Conforms as per Plot Plan v1' N/ \ E-C Gam'�k ._ 2,%1 ' �"`-`
Engineer Report and As-Built Y VN
ETU Maintenance Contract provided Y—N
Location of System on Property:
Front Rear Left Side fight Side Middle Front Middle Rear
System Use Status:
pproved
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.
NO TE:
7) BASEMAP INFORMATION OBTAINED FROM PUBLICLY AVAILABLE
RESOURCES AND DOES NOT REPRESENT AN ACTUAL FIELD
INSTRUMENT SURVEY.
LEGEND
E.O.P.
DENOTES
EDGE OF PAVEMENT
MIN.
DENOTES
MINIMUM
PVC
DENOTES
PLASTIC PIPE
SAN
DENOTES
SCHEDULE
0. P.
DENOTES
UTILITY POLE
,G S,
DENOTES
WATER SHUTOFF
LOT 140 LOT 141
PROPOSED 1,000 GALLON SEPTIC TANK
(SEE DETAIL
— SHEET 2)
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PROPOSED
4" PVC
SCH 40 AT
2% MIN.
PROPOSED DISTRIBUTION BOX #2
(SEE DETAIL — SHEET 2)
EXISTING
r �1
r — /
EXIISTNc
SEPTIC
I SYSTEM I � �—
T'
EXISTING
MOBILE
HOME
LOT 145 LOT 144
PARKING
AREA PARKING
AREA
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Ws,
E.O.P.
ELMHURST DRIVE °
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EXISTING SANITARY STRUCTURES a�
INCLUDING SEPTIC TANK AND SEEPAGE v
DEVICES ARE TO BE CRUSHED IN PLACE
AND FILLED WITH NATIVE MATERIAL.
PROPOSED ABSORPTION FIELD
3 LINES AT 50 FT. EACH
(SEE DETAIL — SHEET 2)
NOTE:
I
,
LOT 143
,
PARKING
AREA
E.O.P.
AND 4" PVC SDR —35
L) AT 1% MIN.
a
G
W Y
o
EXISTING TREES TO
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 144
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:
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
EX0,1VATED. THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE IS
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
5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY: INSTALLED AT. A SLOPE OF %6 TO Y32 INCH PER '
FOO I. ` PRESSURE OR. DOSED DISTR13UTOR PIPE SHALL BE INSTALLED .LEVEL. GRADES SHALL BE
DETERMINED BY AN ENGINEER'S LEVEL, -TRANSIT OR CARPENTERS LEVEL..- AN EASY METHOD OF
MEASURING , -:THE %s INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A %4 INCH BLOCK TO
ONE
ULEND ED TO^OF A STRAIGHT FOUR FOOT BOARD BY PLACING THE BLOCKED END WITH THE BLOCK -
FACING DOWN ON THE DOWNSTREAM
A /32 INCH PER FOOT SLOPE. OF THE DISTRIBUTOR
OPE. METHOD CH BL A CA ILARLY U LEVEL CAN BE
' ' BLOCK SIMILARLY USED WOULD
ED TO ESTABLISH THE GRADE OF
AS
DISTRIBUTOR
EFITH OFT PI LEAST TWO TERINCBOARDS.
AGGREGATE
AE30VE THE T GA E SHALL THE 'BE INSTALLED IN THE TRENCHES TO
DISTRIBUTOR PIPE IS BY BATTER BOARDS. AGGREGATE SHALL
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
PAGER, 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 THEIORIGINAL GROUND LEVEL OE, 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
-: SU35URFACE SEWAGE: TREATMENT SYSTEM HAS BEEN CONSTRUCTED. -
h
8) A -MINIMUM HORIZONTAL SEPARATION OF10 FEET SHOULD EXIST BETWEEN THE HOUSE SEWER AND
WATERLINE W l
s ANY WHERE L NE '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
R;
x 9) ROOF, FOOTING, GARAGE, CELLAR AND SURFACE ATER DRAINAGE MUST BE EXCLUDED FROM THE
t`�" .< "�f C1 SY5 rFM. -WATER SOFTENER, WATER RECHARGE A D BACKWASH WASTES NORMALLY ARE NOT TO. BE
DISCHARGED TO THE SYSTEM UNLESS A S AT S SURFACE DISCHARGE TO AN ARE 250 FEET
FROM WELLS OR WATER COURSES IS UN A L L a
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CONTRACTOR MUST CONFIRM LOCATION OF
EXISTING WATER SERVICES PRIOR TO
COMMENCEMENT OF CONSTRUCTION AND
MAINTAIN A MINIMUM 10 FT. SEPARATION
BETWEEN THE EXISTING WATER SERVICE AND
PROPOSED SANITARY SEWER LATERALS
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)
SIGNATURE. - Ln
SHEET 1 OF 2 0
SEPTIC DESIGN PREPARED FOR
O
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LOT 144 ELMHURST DRIVE o
HOMESTEAD VILLA GE o
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TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK a
SCALE: 1 " — -20' NOVEMBER 8, 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
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LOT 145 LOT 144
PARKING
AREA PARKING
AREA
,
Ws,
E.O.P.
ELMHURST DRIVE °
w m��
Ups
°_v)
EXISTING SANITARY STRUCTURES a�
INCLUDING SEPTIC TANK AND SEEPAGE v
DEVICES ARE TO BE CRUSHED IN PLACE
AND FILLED WITH NATIVE MATERIAL.
PROPOSED ABSORPTION FIELD
3 LINES AT 50 FT. EACH
(SEE DETAIL — SHEET 2)
NOTE:
I
,
LOT 143
,
PARKING
AREA
E.O.P.
AND 4" PVC SDR —35
L) AT 1% MIN.
a
G
W Y
o
EXISTING TREES TO
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 144
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:
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
EX0,1VATED. THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE IS
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
5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY: INSTALLED AT. A SLOPE OF %6 TO Y32 INCH PER '
FOO I. ` PRESSURE OR. DOSED DISTR13UTOR PIPE SHALL BE INSTALLED .LEVEL. GRADES SHALL BE
DETERMINED BY AN ENGINEER'S LEVEL, -TRANSIT OR CARPENTERS LEVEL..- AN EASY METHOD OF
MEASURING , -:THE %s INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A %4 INCH BLOCK TO
ONE
ULEND ED TO^OF A STRAIGHT FOUR FOOT BOARD BY PLACING THE BLOCKED END WITH THE BLOCK -
FACING DOWN ON THE DOWNSTREAM
A /32 INCH PER FOOT SLOPE. OF THE DISTRIBUTOR
OPE. METHOD CH BL A CA ILARLY U LEVEL CAN BE
' ' BLOCK SIMILARLY USED WOULD
ED TO ESTABLISH THE GRADE OF
AS
DISTRIBUTOR
EFITH OFT PI LEAST TWO TERINCBOARDS.
AGGREGATE
AE30VE THE T GA E SHALL THE 'BE INSTALLED IN THE TRENCHES TO
DISTRIBUTOR PIPE IS BY BATTER BOARDS. AGGREGATE SHALL
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
PAGER, 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 THEIORIGINAL GROUND LEVEL OE, 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
-: SU35URFACE SEWAGE: TREATMENT SYSTEM HAS BEEN CONSTRUCTED. -
h
8) A -MINIMUM HORIZONTAL SEPARATION OF10 FEET SHOULD EXIST BETWEEN THE HOUSE SEWER AND
WATERLINE W l
s ANY WHERE L NE '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
R;
x 9) ROOF, FOOTING, GARAGE, CELLAR AND SURFACE ATER DRAINAGE MUST BE EXCLUDED FROM THE
t`�" .< "�f C1 SY5 rFM. -WATER SOFTENER, WATER RECHARGE A D BACKWASH WASTES NORMALLY ARE NOT TO. BE
DISCHARGED TO THE SYSTEM UNLESS A S AT S SURFACE DISCHARGE TO AN ARE 250 FEET
FROM WELLS OR WATER COURSES IS UN A L L a
z^ SEPTIC PLOT PLA114
OF
LL
j #ii!�gl j I HAVE SEEN
HOUSESRWELLS T REcSAOBSEVU
FENUGES, ETC
z
NALLy
0
Z
Q
h
_ SHO r -HIS DOCUMENT. I HAVE Pt: r
l'•£va1i — ric*""10ESETFOp'
-V¢ % iH15DIAGRAM� o
E
CONTRACTOR MUST CONFIRM LOCATION OF
EXISTING WATER SERVICES PRIOR TO
COMMENCEMENT OF CONSTRUCTION AND
MAINTAIN A MINIMUM 10 FT. SEPARATION
BETWEEN THE EXISTING WATER SERVICE AND
PROPOSED SANITARY SEWER LATERALS
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)
SIGNATURE. - Ln
SHEET 1 OF 2 0
SEPTIC DESIGN PREPARED FOR
O
V
LOT 144 ELMHURST DRIVE o
HOMESTEAD VILLA GE o
0
TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK a
SCALE: 1 " — -20' NOVEMBER 8, 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
FINISH GRADE
III=IIII IIII as
ASPHALTIC _
SEAL
INLET
TF4" OR o 8 3 MIN._
BLDG. SEWER �=z
A
SA
NITARY OJ
TEE /f z � 4" MIN.
-1 ALL JOINTS BELOb'V-' FD LL S U
LIQUID LEVEL TO BE - BI TUMINOUS -
WATERTIGHT AND INTERIOR o W
LEAKAGE TESTED COAT Q �
PRIOR TO BACKFILLING SOL 300M c7 BAFFLE WITH
OR EQUAL 4"X18" MIN.
AY NOT
BE
ASPHALTIC
SEAL
INLET —1
THE SL OFF OF THE INLET PIPE
BETWEEN THE RESIDENTIAL UNIT AND
THE SEPTIC TANK TO BE Y," PER FT
T
HEAVY DUTY MANHOLE FRAME
AND COVER BY CAMPBELL OR EQUAL
NSIN
EGRADO
—IIII- (MH
RINGS)
2 I.D.
AS PER
FORT
MILLER OR EQUAL
(AS
REQUIRED)
OUTLET
5'-6"
5'-9"
C-8"
IIII
TO REPRESENT STABLE SLOPES
WATER
TIGHT JOINT (TYP.)
PARGE
W/NON-SHRINK CRO T
INSIDE
& OUT
SANITARY
TEE
TRACER WIRE #8 THEN STRANDED
„0„
I W ,Gwirceu �
6" TO 12" LAYER
PEA GRAVEL OR
CRUSHED STONE
SECTION VIEW BEDDING LAYER
NOTE: 24" I.D. TAPERED
INLET INVERT IS 3" ABOVE PLUG (TYP.)
(2" MIN.)
THE SLOPE OF THE OUTLET PIPE
1 1 BETWEEN THE SEPTIC TANK AND THE
DISTRIBUTION BOX TO BE %4" PER FT
In
H CUTLET
�I
\_ BAFFLE NOTE:
1 1 MAY NOT BE BAFFLE NOT REQUIRED FOR j
REQUIRED TANKS LESS THAN 10 FT. LENGTH
.,D,. I
C.,
PLAN VIEW
OUTSIDE
LIQUID DEPTH "A" TANK DIMENSIONS "B"X"C" "0" "I" HEIGHT
ANN SIZE
MIN.
BE PLACED UNDER PAVEMENT
GRADE
NOTE: CONTRACTORS MUST COMPLY WITH ALL
1 1
000 GAL.
5'-0"
4'-3" x 8'-2'•
5'-6"
5'-9"
C-8"
IIII
WHERE TRENCH SHIELD IS USED TLlJTYTTLLF
WITH THE APPROVAL OF THE
ENGINEER, SHEETED TRENCH
PAYMENT LIMITS WILL APPLY.
ALL BACKHLL 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 OR,
OO.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.
4VEMENT OR
RIGINAL GROUND
SELECTED GRANULAR FILL TO
1111 i1 u11 '
A.0 B.E. =AS ORDERED BY ENGINEER
BE PLACED UNDER PAVEMENT
GRADE
NOTE: CONTRACTORS MUST COMPLY WITH ALL
1 1
LOCAL, STATE, IS FEDERAL SAFETY REGULATIONS.
TRENCH SLOPES ARE GIVEN FOR
(OSHA & N.Y-S. D.O.T.)
MAX. PAYMENT LIMITS ONLY FOR
3
F
3 PEN CUT AND ARE NOT INTENDED
IIII
TO REPRESENT STABLE SLOPES
NOT INTENDED TO REPRESENT
_ UNDER FIELD CONDITIONS.
A SAFE SLOPE
T -I -
6" `PoIDE GREEN PLASTIC LOCATOR TAPE,
yITT
MARKED "CAUTION SEWER BELOW"
I-
TRACER WIRE #8 THEN STRANDED
a
COPPER OR STAINLESS STEEL
EARTH
U
r
_
r °*+
2" THICK RIGID POLYSTYRENE INSULATION '-
+ I(LOCATIONS
WITH LESS THAN 4' COVER).
-=
EXTEND TO MIN 4' BELOW GRADE.
NOTES:
1) NATIVE EXCAVATED GRANULAR MATERIAL
MAY BE USED IF APPROVED BY THE
ENGINEER.
TRENCH
NOT TO SCALE
MIN. FOR PIPE 12 DIA. AND SMAI LER
ON. FOR PIPE 14" DIA. AND LARGER
WHERE A NATER TABLE CONDITION EXISTS
STONE BEDDING SHALL BE WRAPPED IN A
NON—WOVEN GEO—TEXTILE ENVELOPE
(FABRIC EQUIVALENT TO AMOCO 4545) -
2) CRUSHED STONE NOT TO EXCEED #2 IN
SIZE, GRANULAR FILL IS MEET THE
FOLLOWING REQUIREMENTS -
0 % IN EXCESS OF 3"
25 %-759 PASSING #4 SIEVE
O %-15% PASSING #zoo SIEVE
DETAIL
O U -IIII II. -11, _
O� OO O�J 00 0 as a0 z" Mw. a
FLOWPROVIDE 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 oQ0 0 0 ON LINE ENDS
�
pp O
�� 67Lo
� PrP 0 00
SLOPE PIPE &"TA" PER FT.
SPACING OF ABSORPTION TRENCH o' O.C.
TRENCH BOTTOM TO BE NEAR
LEVEL AND RAKED
TRENCH PROFILE
ABSORPTION TRENCH DETAIL
-_n
1
NOT TO SCALE
Z
n
GRADE
TOPSOIL FOR SETTLING
NOTE:
al
FIRE JOINTS TO IBE SEALED WITH
F
III IIII
IIII
12" MINREMOVABLE COVER
2. INVERT ELEVATIONS OF ALL
_I
i I I I I I I
- OUTLET PIPES- MUST BE EQUAL.
TERAVEX NO. 2 NONWO`JEN
- 3. THE SLOPE OFOUTLET PIPES
ti
p
BETWEEN THE: DISTRIBUTION BOX :
I I
I-
M
a
w
EARTH
U
INVERT
_
INLET2'"MIN EL EV.
0111,
EARTH
IIII
_
2
CONSTRUCTION FABRICOR
UNTREATED BUILDING PAPER
BACKFILL
W
I
BACKFILL
rc
I
OR
N
I I -I I I
-III 1
rc
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I I1=
TOP OF AGGREGATE
TOP
TO BE N]RUN
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LOT 144 ELMHURST DRIVE
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—
HOMESTEAD VILLAGE
O
4" PVC MIN.
}` TOWN OF QUEENSBURY WARREN COUNTY,- NEW YORK
00
NOT TO `SCALE NOVEMBER 8, 2013
6"-12" OF SURFACE
T,
g
RAKE ANY
EARED
PERFORATION
ENGINEERING ` LANDSCAPE ARCHITECTURE LAND SURVEYING
JOINT
10
JAMES E. MITCHELL P.E. 53,337
TR
TRENCH
o
N
_
O..
WALLS
'..O
VE
Q
o
CRUSHED
STONE OR
MIN
WI
GROUNDWATER BEDROCK
WASHED
GRAVEL
OR IMPERVIOUS LAYER
%" TO IS`
CROSS SECTIONAL
VIEW
LONGITUDINAL
VIEW
TENANTED NO. 2 NONWOVEN
CONSTRUCTION
FABRIC.
UNTREATED BUILDING
PAPER OR PERMEABLE
1111 II _
iIIIl111 —1111
GEOTEXTHE OR 4"
IIII 1
LAYER OF STRAW
IIII-
-IIII-
-I�IIII
IIII-�,
��II
O U -IIII II. -11, _
O� OO O�J 00 0 as a0 z" Mw. a
FLOWPROVIDE 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 oQ0 0 0 ON LINE ENDS
�
pp O
�� 67Lo
� PrP 0 00
SLOPE PIPE &"TA" PER FT.
SPACING OF ABSORPTION TRENCH o' O.C.
TRENCH BOTTOM TO BE NEAR
LEVEL AND RAKED
TRENCH PROFILE
ABSORPTION TRENCH DETAIL
-_n
1
NOT TO SCALE
Z
n
GRADE
0
i
NOTE:
al
FIRE JOINTS TO IBE SEALED WITH
F
- ASPHALTICMATERIALS OR EQUIVALENT.
w
12" MINREMOVABLE COVER
2. INVERT ELEVATIONS OF ALL
- OUTLET PIPES- MUST BE EQUAL.
o
- 3. THE SLOPE OFOUTLET PIPES
ti
p
BETWEEN THE: DISTRIBUTION BOX :
2
AND THE IIDIS.TP13UTOR LATERALS
F
- SHOULD . BE //8- PER FOOT.
w
BAFFLE '
U
INVERT
INLET2'"MIN EL EV.
o
0 U TL E T CONTRACTOR TO .USE SPEED LEVELERS
Oo 0
AS SUPEN IED BY FORT MILLER TO
2
EQUALIZE FLOW.
W
I
2" MIN CLEAN SAND OR PEA GRAVEL
rc
I
m
W
2` DISTRIBUTION BOX
w
NOT TO SCALE
n! �_
rc
Y
E '
SHEET OF2 c_ll,o
<2
x SAN/ TAR Y DETAILS FOR
a
M
/,rK 4T• 4 � �ns� -
�
LOT 144 ELMHURST DRIVE
i
HOMESTEAD VILLAGE
}` TOWN OF QUEENSBURY WARREN COUNTY,- NEW YORK
a
NOT TO `SCALE NOVEMBER 8, 2013
m
'. U,ENVIRONMENTAL DESIGN PARTNERSHIP, LLP
f 900 ROUTE 146 CLIFTON PARK, N.Y 112065 (518) 371-7621
ENGINEERING ` LANDSCAPE ARCHITECTURE LAND SURVEYING
JAMES E. MITCHELL P.E. 53,337