2009-245 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20090245 Application Number. A20090245
Tax Map No: 523400-3 09-009-0002-001-000-0000
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 Builders Name/Address Electrical Inspection Agency
SANITARY SEWER
DAN DRELLOS
PO BOX 224
GLENS FALLS NY
Plans &Specifications
2009-245
163 Elmhurst Drive- septic alteration commercial
$35.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,June 09,2010
(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 7: ee ' ry� f u da June 09, 2009
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
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. P20090245 Date Issued: Monday, January 10, 2011
This is to certify that work requested to be done as shown by Permit Number P20090245
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 .:°"�
property owner of the responsibility for compliance with Site Plan, v
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.
OFFICE USE ONLY
_________________ �-
�(1� FO'l,
t5 lei V
o TAX MAP NO. I I PERMIT NO. /e)P_��' PERMIT FEE
1
1 APPROVALS: ZONING TOWN CLERK JUN 0 8 2009
TOWN OF OUEENSBURY
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PE ILDING &CODES
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJE TO REVIEW BEFORE ISSUANCE OF A VALID
PERMIT.
/17��
OWNER: pt/ INSTALLER: Y'Aajo
ADDRESS:Zukegaf f�L ADDRESS: (6T
T—
PHONE NOS. �/ �� U� PHONE NOS.
LOCATION OF INSTALLATION: =!2/ 1 G 3 6_j sQ si�__
..................................................................................................................................................................................................... .................................................................... RESIDENCE INFORMATION.
NO.OF _
YEAR BUILT i X COMPUTAT{ON= - ; TOTAL DAILY FLOW -BEDROOMS..... I..... ,.........................................................................;...........<..........................................................................; G.. ARgAGE GRINDER R ER
€ 1980 or older I X 1 150 gallon per bedroom € = i INSTALLED?
i...............................................L..............................................!...........•..........................................................................t................................................................................,...?
1981 -1991 i j X 130 gallon per bedroom _ SPA OR HOT TUB
................................................,.,.............................-. ;.........................................................................;............................................... . .. ...I INSTALLED
1992-present ; X 3 110 gallon per bedroom i = i
................................................................................................>...........:................................................................................................................................................................
;
PARCEL INFORMATION: J<2 Q_ pc A^'f
✓ TOPOGRAPHY: FLAT LUNG 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 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.
✓ SEPTIC TANK: �00 GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT.
✓ TOTAL SYSTEM LENGTH: ['�'( FT. SEEPAGE PIT(S): HOW MANY?
✓ SIZE OF EACH FT. X FT.
✓ SIZE OF STONE TO BE USED: #_ — _/DEPTH OR THICKNESS_,tk�FT.
✓ BED SYSTEM SIZE: X
✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE
✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: I SIZE OF EACH
✓ GALLONS./TOTAL CAPACITY: GAL.
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN
!I APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED.
:::.:.:...:.. ..............
Septic-Inspection Report
Office No. (518)761-8256 Date Inspection�eq
Queensbury Building&Code Enforcement Arrive: 1 Z't J--) a rt: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initial
NAME: ` E'c IT NO.: --��L
LOCATION: — NSPECT ON: 1 —�t— l
RECHECK:
Comments and/or diagram
Soil Type: Sand Loam Clay
T 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 nuired 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 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 V Y N
ETU Maintenance Contract Y N
provided
Location of System on Property:
Front ear Left Side Right Side Middle Front Middle Rear
m s:
Approved
Partial Approved and needs to be re-inspected, please call the Building&Codes Office
Disapproved
L:\Pam Whidng\2010\Buiid1n9 Codes Forms\Inspecdon Forms\Septic Inspecbm Report,.,03 2910.doc
• ti�
IIIIIIIIIIIII
IIIIIIIIIIIII
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 163 Elmhurst
Dear John:
On June 10,2009 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 May 18, 2009.
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,
James E. Mitchell, P.E.
900 Route 146,Clifton Park, New York 12065 phone(518)371-7621 -fax(518)371-9540
/0 - 1-7
Septic Inspection Report
Office No. (518) 761-8256 Date In coon r st r ived:
Queensbury Building &Code Enforcement Arrive: rt: = a
742 Bay Rd., Queensbury, NY 12804 Inspector's Initia
NAME: P MIT NO.:
LOCATION: SPECT ON:
RECHECK: 1
Comments and/or diagram
Soil T a a
T of Water unici ell Water
Water ine se aration distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' + / - Y N _N/A
Absorption Field: Total length
Length of each trench
De th of trenches A.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank L411
Tank to Distribution Box LA�'
Distribution Box to Field/ Pit All L4 FE2F_
Opening Sealed: N
End Cap N
Inlet/outlet Pipes &Baffles Y N
Location Separations
Foundation to tank ft.
ie'vuk-} Foundation to absorption ft.
Separation of Pits ft.
n or r Plot Plan Y
Engineer Report d As-Built Y N ��� 6 k�Me
Location of System on Pro
Front ar a Side �IUghtSide Middle Front Middle Rear
System Use StatusA�projved
pproved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 06/18/07 L:\Building&Codes Forms-01-1)\Building&Codes\Inspection Forms\Septic Inspection Report.doc
1
BORING AND PERCOLATION TEST:
NO TE:
7) BASEMAP INFORMATION OBTAINED FROM PUBLICALLY AVAILABLE RESOURCES AND ASSUMED CONDITION BASED ON SITE EVALUATION
DOES NOT REPRESENT AN ACTUAL FIELD INSTRUMENT SURVEY.
EXISTING SANITARY STRUCTURES 0-5' MEDIUM FINE SAND
INCLUDING SEPTIC TANK AND SEEPAGE NO WATER OR MOTTLING
"e seen or obsE;"',_ EVICES ARE TO BE CRUSHED IN PLACE
1�'lts such as hour
Saw evidence of, A D FILLED WITH NATIVE MATERIAL. PERCOLATION RATE APPROXIMATELY ONE MINUTE
�I on this document I `Jes, fences, etc.,
NOTE: SOIL CONDITIONS TO BE CONFIRMED BY P.E. PRIOR TO BACKFILLING SYSTEM.
iIY measured ;, IIt that I have
to I f� th on th
I
�f a diagram."
N SIGNAT!! 6 SEPTIC DESIGN:
o R r H _.._ �.� DATE
APPLICATION RATE = 1 .2 GAL./SF/DAY
3 BEDROOMS AT 100 GALLONS/BEDROOM
=300 GALLONS
PROPOSED 1000 GALLON
SEPTIC TANK USE 3 LINES AT 42 FT. EACH (SPACED 6 FT. ON—CENTER)
(SEE DETAIL - SHEET 2)
PROPOSED 4" PVC
SCH 40 AT 2% MIN. WOODS
WOODS
-�EX. INSPECTION REQUIREMENTS:
SHED
SHED ENGINEER OF RECORD TO INSPECT
TRENCHES PRIOR TO BACKFILLING.
EX. ISHED
PROPOSED 4" PVC SDR -35
(GASKETED BELL) AT 1X MIN.
PROPOSED DISTRIBUTION BOX #1 t r
(SEE DETAIL - SHEET 2) 1 1
EXISTING
II I I F- MHOOME
I I I z
I I I 0
EXISTING I I O
MHOME ± i 13 m
� � I
EXISTING
PROPOSED ABSORPTION FIELD -L 1 1 MOBILE *,.
HOME
3 LINES AT 42 FT. EA.
(SEE DETAIL - SHEET 2)
LOT 164
O T 163 I LOT 162 _.
I I I
7
PARKING PARKING PARKING
AREA I FENCE AREA AREA
s;
Y "t t
S.
W.SRAVEL WS GRAVEL W DIRT 91,
!ELMHURST
W Wi 'Qo A VEN U E ►W
3I p Q.oop (3
SHEET 1 OF 2
Uz
° SEP Tl C DESIGN PREPARED FOR
LOT 163 ELMHURST DRIVE
HOMES TEA D VIL L A GE
TOWN OF QUEENSBUR Y WARREN COUNTY, NEW YORK
SCALE: 1 " = 20' MA Y 18, 2009
NOTE: ENVIRONMENTAL DESIGN PARTNERSHIP, LLP
900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371 -7621
MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION. ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
JAMES E. MI TCHELL P.E. 53,33
y CONSTRUCTION NOTfs,:
1) CONSTRUCTION OF ABSORPTION FACILITIES 51--ALL 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 TOPSOIL FOR SETTLING
I MOISTURE CONTENT IS TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY I—I hI IIII` I -
I1 MUST BE PRESENT FOR A RIBBON TO BE FORMED. dill ,.I i l 1= —
s 2) TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE I= j _ _ I1=I I1=IIII TERRATEX NO. 2 NONWOVEN
_,—L! EARTH —I L I I. 111= EARTH i _ = CONSTRUCTION FABRIC OR
EXCAVATED. THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE IS IIII—
REGRADED OR S/MILAPA'LY DISTURBED, THE SOIL SHALL BE ALLOWED TO STABILIZE (l.E, SETTLE BACKFILL IIII=I BACKFILL UNTREATED, BUILDING PAPER
NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE—THAW _ I=III) OR STRAW
CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE IN THE I I I i I I I!I I I 1-1 I I I=
DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE MINIMIZED TO PREVENT SOIL PERMEABILITY
REDUCTION DUE TO COMPACTION PLUS POSSIBLE TRENCH CAVE-IN AND DISTRIBUTION PIPE
TO BE WITHIN TOP OF AGGREGATE OQ 4" PVC MIN.
a fl oO
M/SALIGNMEN T/BREAKAGE.
6"-12" OF SURFACE //,r��
(( » RAKE ANY PERFORATfO JOINT
3) AFTER A FINAL GRADE CHECK, TRENCH EXCAVATION MAY BEGIN. TRENCH DEPTH SHALL BE AS �`�.1/�J SMEARED
SHALLOW AS POSSIBLE, BUT NOT LESS THAN T$ INCHES. TRENCHES SHALL BE EXCAVATED TO TRENCH
' DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEVEL: WALLS
4) FOLLOWING EXCAVATION, THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND. THE BOTTOMS OF 2,q0 O vv
ek, i THE TRENCHES SHOULD BE CHECKED BY A TRANSIT, ENGINEER'S LEVEL, OR CARPENTER'S LEVEL TO O Q
ASSURE THAT EACH IS PRACTICALLY LEVEL. TRENCH BOTTOMS AND SIDEWALLS SHOULD BE CRUSHED STONE OR
Al
IMMEDIATELY RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF AGGREGATE PLACED IN GROUNDWATER BEDROCK WASHED GRAVEL
THE TRENCHES. OR IMPERVIOUS LAYER -Y4" TO 1Y2"
5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF %6 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 GROSS SECTIONAL VIEW. LONGITUDINAL VIEW
` MEASURING THE %6 INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE 15 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 CONSTRUCTION FABRIC
RATEX N0. 2 NONWOVEN C
USED TO DETERMINE THE 'tie INCH PER FOOT SLOPE. A Ya INCH BLOCK SIMILARLY USED WOULD TERREATED BUILDING PAPER OR PERMEABLE
N RESULT IN A Ys2 INCH PER FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF //Ii
GEOTEXTILE OR 4" LAYER OF STRAW
I DISTRIBUTOR PIPE IS BY BATTER BOARDS. AGGREGATE SHALL BF_ INSTALLED IN THE TRENCHES TONII
A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL
—IIII=IIII III{
AGGREGATE MAY BE REQUIRED TO BRING THE TOP OF THE AGGREGATE TO WITHIN SIX TO 12 INCHES IIII— —IIII—IIII—) I I—IIII= IIII--
!
OF FINAL GRADE.
O OA 6) AFTER THE UPPER AGGREGATE IS PLACED IN THE TRENCHES, THE GEOTEXTILE, UNTREATED BUILDING O� O� 0 O17
PAPER, HAY OR STRAW IS TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH FLOW PROVIDE CAPS
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- o 0 o a o 0 0 0 0 0 o ON LINE ENDS
BACKFILLED WITH EXCAVATED SOIL. IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFlLLD, THE
TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED � (-7O � OG7 � �
BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE.
,3 7) THE EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (I.E., NOT SLOPE PIPE 1fa"- PER FT.
COMPACTED) TO ALLOW FOR SETTLING, FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE SPACING OF ABSORPTION TRENCH 6' O.C.
GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH GRASS, HEAVY EQUIPMENT TRENCH BOTTOM TO BE NEAR
SHALL NOT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE LEVEL AND RAKED
SUBSURFACE SEWAGE TREATMENT SYSTEM HAS BEEN CONSTRUCTED, TRENCH PROFILE
8) A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHOULD EXIST BETWEEN THE HOUSE SEWER AND
ANY WATERLINE. WHERE LINES MUST CROSS, THE WATER SERVICE LINE SHALL BE AT LEAST 12 O P PTI O \�
INCHES ABOVE THE HOUSE SEWER. IF A WATER LINE MUST PASS BELOW THE HOUSE SEWER, THE I �i �P� DETAIL
VERTICAL SEPARATION MUST BE AT LEAST 18 INCHES.
9) ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE NOT TO SCALE
j 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.
s
H AVY dUTY MANHOLE FR AME -
FINISH GRADE" AND COVER BY CAMPBELL OR EQUAL
GRADE
—IIII— —_—IIII— III ri 1—
A CCESS EXTENSION
I ASPHALTIC III=IIII_ I=111�= Chi III=IIII—) IIII.=IIII- MH GRADE RING NOTE:
SEAL -IIII= =IIII= 2' I.D. AS PER I. PIPE JOINTS TO BE SEALED WITH
FORT MILLER OR EQUAL ASPHALTIC MATERIALS OR EQUIVALENT.
(AS REQUIRED) 12" MIN REMOVABLE COVER
INLET 2. INVERT ELEVATIONS OF ALL.
I OUTLET OUTLET PIPES MUST BE EQUAL.
4., OR 'LE
-� 3- MIN. I I FA�
_
BLDG. SEWER =- z J. THE SLOPE OF OUTLET PIPES
BETWEE
N THE DISTRIBUTION BOX
SANITARY WATER TIGHT JOINT (TYP.} '' AND THE DISTRIBUTOR LATERALS
TEE ~ ro PARGE W/NON-SHRINK CRC? T SHOULD BE I/8" PER FOOT.
"1' z a 4" MIN. - INSIDE & OUT BAFFLE
ALL JOINTS BELO FULL
LIQUID LEVEL TO BE BITUMINOUS I SANITARY TEE INVERT
WATERTIGHT AND INTERIOR = a INLET 2"MIN ELEV.
) LEAKAGE TESTED COAT Q
PRIOR TO BACKFILLING KOP 300M a I BAFFLE WITH
OR EQUAL 4"X18" MIN. O O
OTRACTOR TO USE SPEED LEVE
MAY NOT BE O O O U T L E T A3NSUPPLIED BY FORT MILLER TO LEAS
s- REQUIREDq.
EQUALIZE FLOW.
"s 6" TO 1 2" LAYER
`- PEA GRAVEL OR . „a
CRUSHED STONE
SECTION VIEW BEDDING LAYER 12"" MIN CLEAN SAND OR PEA GRAVEL
NOTE: 24" I.D. TAPERED
INLET INVERT IS 3" ABOVE PLUG (TYP.)
ASPHALTIC (2 MIN.)
2 DISTRIBUTION BOX ` `0.
I THE SLOPE OF THE OUTLET PIPE BETWEEN
THE SEPTIC TANK AND THE DISTRIBUTION BOX
I I ( _ TO BE Y4" PER FT. "s F
I 0 NOT TO SCALE
1
INLET O I-I O OUTLET .
1
THE SLOPE OF THE INLET PIPE BETWEEN THE 3„�.,,,�r.�
RESIDENTIAL UNIT AND THE SEPTIC TANK TO I BAFFLE NOTE SHEET 2 OF 2 ,BE Ya' PER FT. I I MAY NOT BE BAFFLE NOT REQUIRED FOR
SANI TAR Y DETAILS FOR
REQUIRED TANKS LESS THAN 10 FT. LENGTH
I "D„
LOT 163 ELMHURST DRI VE
„C„
PLANVIEW OUTSIDE HOMESTEAD VILLAGE TANK SIZE MIN. LIQUID DEPTH "A" TANK DIMENSIONS "B"X"C" ""O" "I' HEIGHT
TOWN OF QUEENSBURY WARREN BOUNTY,
1000 GAL 5'-0" 4'-3" x 8'-2" 5'-6" 5'-9" 6'-8"
TSCALE- " = 20' MAY 0
ENVIRONMENTAL DESIGN PARTNERSHIP, LLP
I SEPTIC TANK (HEAVY DUTY SEPTIC TANK) 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (516) 371 -7621
NOT To SCALE FORT MILLER OR EQUAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
JAMES E. MI TCHELL P.E. 53,337