2014-293 ` TOWN OF QUEENSBURY
wo742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20140293 Date Issued: Wednesday, August 10, 2016
This is to certify that work requested to be done as shown by Permit Number P20140293
has been completed.
Tax Map Number: 523400-301-008-0001-025-000-0000
Location: 2 MANOR Dr
Owner: MAPLE WOOD, LLC
Applicant: MAPLE WOOD, LLC
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 // 4 la
te
property owner of the responsibility for compliance with Site Plan, �vjY
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.
`.S4 TOWN OF QUEENSBURY
IW
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building & Codes (518)761-8256
BUILDING PERMIT
•
Permit Number: P20140293 Application Number: A20140293
Tax Map No: 523400-301-008-0001-025-000-0000
Permission is hereby granted to: MAPLE WOOD, LLC
For property located at 2 MANOR Dr
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: MAPLE WOOD,LLC
6 E MANOR Dr Septic Alteration Residential
QUEENSBURY,NY 12804-0000 Total Value
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans& Specifications
2014-293
Res. Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,July 09,2015
(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 To eensbu We esday,July 09,2014
SIGNED BY / /(' 111 ,R/ for the Town of Queensbury.
Director of Building& ode E. ercement
Town of Queensbury Building &Code Enforcement
Office No. (518) 761-8256
Septic Inspection Report
Inspection request received:^ �� �
Name: rnVL �`-""" / �5 Inspected on: 6 l' [�
Location: — `A-M5v1, Arrive: tip a.m.l p.m.
Permit No.: r2.0010 2R1°j Inspector's Initials: _ 4.1
Comments and/or diagram
Soil Type: Sand I Loam I 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: n
Piping Size Type J
Building to tank �/.��'y
Tank to Distribution Box
Distribution Box to Field I 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.
Conforms as per Plot Plan N
Engineer Report As-Bu' N
ETU Maintenance Contract provided Y N
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
S stem Use Stat :
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved (Q
Septic Inspection Report �i
Town of Queensbury Building & Code Enforcement I h..W A J _tki/ /' /.2
Office No. (518)761-8256
Septic Inspection Report
Inspection request received: z�
Name: (�(\o Inspected on: .7) —/ /—/1
Location: 1\I�„a,et_t Alt-- Arrive: a.m.I p.m.
Permit No.: / '1—a93 Inspector's Initials: Asia
Comments . dlor diagram
Soil Type: an lay
Type of Water:eitinicip Well Water
Waterline separatbn 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 / 'XAc C
Length of each trench ft.
iir Depth of trenches ft. } C>" 1
Size of Stone f
Seepage Pits Number ft` Co, ))
Size: x
Stone Size c.5-t
Piping Size Type c_-----__
Building to tank _ _eV-
t‘rCm-Q-
Tank to Distribution Box /y��
Distribution Box to Field/Pit �`�/ ia-z --7-J cR-n`- -‘2 -L44.4d`{-`�-'`��j
Opening Sealed. _Y_N ��
End Cap _Y N ��1)
Inlet/Outlet Pipes&Baffles {:yt� N
Manholes 12'or less below grade N
[provide extension collar if Yes] N
Location/Separations
Foundation to tank ft. ``
Foundation to absorption . ft. -1 ft-vAcAA"
Separation of Pits ft.
Conforms as per Plot _ Y
EngineerUReport a _Y N ��f �/ c
ETU Maintenance Con ract provided -pyoucN—
_Y N V E� J
Location of System"- n P perry:Front Rear Left Side Right Side Middle Front Middle Rear
System Use Status:
proved
Partial Approved and needs to be re-inspected, please call the Building&Codes Office
Disapproved
Septic Inspection Report
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/p rt: am/pm
742 Bay Rd., Queensbury,
NY 12804 Inspector's Initials:
NAME: "I' I"'�NYlam) G�'�`— PERMIT NO.: a�4 (2--ca
L ON: 42- NMM'tcxt TPX7 INSPECT ON: I5 l t4—
Comments`and/or diaorarri
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. . 1J C L
Sizeof of Stone
Seepage Pits: Number
Size:
Stone Size: - yG�'�' �' 3
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 _ N
Manholes 12'or less below grade ,,,///�^_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 Piot Plan _Y_N
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
em - u •
Approved
7 Partial Approved and needs to be re-Inspected, please call the Building&Codes Office
Disapproved
L:\Pam Whidng\20101Bullding Codes Forms\Inspecvon Fomst$eptic IrsPeGlon Report03 29 1040c
Town of Queensbury Building & Code Enforcement , { `Lp-N1-3
Office No. (518) 761-8256
Septic Inspection Report
Inspection request received:
Name: MeV t(10064 Inspected on: `2— -I
l i i
Location: c N s ,r (N C Arrive: Z
d a.m./p.m.
Permit No.: / --. 9-3 •
Inspectors Initials: at
Comments andlor 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' +I- 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 8 Baffles _Y N
Manholes 12"or less below grade Y N CA/{✓f 14-<-1.,Q it r
i
[provide extension collard Yes] _Y_N � fC5ft \��l J
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y N
Engineer Report and As-Built Y_N
ETU Maintenance Contract provided _Y_N
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
System Use Status:
VIApp
roved
Approved and needs to be re-inspected, please call the Building&Codes Office
Disapproved
Septic Inspection Report
SEWAGE DISPOSAL SYSTEM NOTES
PRESSURE PIPE
THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING
THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO
WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER
CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE
FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK
CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE
TOWN BUILDING INSPECTOR.
MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO
DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED.
I
THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED.
DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS
PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
PLAN ON THIS PAGE
SHALL COMPLY WITH THE LATEST EDITIONS) OF THE NEW YORK STATE
SURROUNDING THE ABSORP11ON FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A
DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS — INDIVIDUAL
THE SEPTIC TANK.
DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR
HOUSEHOLD SYSTEMS APPENDIX 75—A.
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DISINFECTED AFTER BEING PUMPED OUT.
287.09'
THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
N65°08'44"W
SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED
THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS
SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES
GRAVEL
MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF
ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND
HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM.
MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED
SEPTIC TANK TO HAVE SCH 40 PVC Or AT INLET AND OUTLET.
THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR
INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE.
— INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE
FUTURE EXPANSION OR REPLACEMENT.
79.50'
— OUTLET 14" BELOW FLOW LINE, 8" ABOVE FLOW LINE
"T"
DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED T0:
DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC
3" AIR SPACE ABOVE TO TOP OF TANK
LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW
NOT
SYSTEM. NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS
N
RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES.
OR CLEANEE INTO SINKS OR TOILETS.
NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE
CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER
SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE
WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC
SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.
ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE
SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
DETAILS
AMOUNT OF BUILD—UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND
REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE—IN.
THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A
CLASSIFIED BODY OF WATER.
MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE
NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
-
BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET
THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM
BAFFLE OR SANITARY "T". THE PUMP—OUT CLEARANCES ALSO APPLY TO ANY
CHAMBER IN MULTI—COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS
FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN—OFF AWAY FROM
SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26
SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS.
THE ABSORPTION FIELD.
WITH TIGHT JOINTS, MINIMUM PITCH 1/6" PER FOOT. SANITARY DISPOSAL FIELD:
3 z
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4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS.
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INSTALL NEW 750 GAL.
EFFLUENT PUMP
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INSPECTED AND / 9
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GRADING NOTES
BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING
EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM
SWALES AND DITCHES.
AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR
FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED.
ALL BARE—EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON—
ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE—EARTH AREA SHALL BE
SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER
CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE
SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT.
TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER
GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE.
NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING
OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND
UNLINED DITCHES SHALL BE SEEDED WITH REED—CANARY GRASS FOR FOUR (4)
FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25
POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED.
ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE
GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL
FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE
AWAY FROM BUILDING AT 6" IN 10' MINIMUM SLOPE.
GARAGE
ASPHALT SUF:PACE
(b YAKRII NG SPAGffS)
GENERAL NOTES
INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
A SURVEY DRAWING PREPARED BY VAN DUSEN AND STEVES
LEGEND
— — — — — PROPERTY LINE
------ ------ PROPERTY LINE SETBACKS
_E E —E UNDERGROUND ELECTRIC SERVICE
ss—ss—ss— SANITARY SEWER
— u v —w — WATER SERVICE
E/P EDGE OF PAVEMENT
CONTRACTOR SHALL CONTACT NEW YORK STATE DIG SAFE FOR LOCATION
OF ALL KNOW SITE UTILITIES PRIOR TO BEGINNING ANY EXCAVATION WORK
ON THE PROJECT.
BUILDING #1
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LEGEND
— — — — — PROPERTY LINE
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_E E —E UNDERGROUND ELECTRIC SERVICE
ss—ss—ss— SANITARY SEWER
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E/P EDGE OF PAVEMENT
CONTRACTOR SHALL CONTACT NEW YORK STATE DIG SAFE FOR LOCATION
OF ALL KNOW SITE UTILITIES PRIOR TO BEGINNING ANY EXCAVATION WORK
ON THE PROJECT.
BUILDING #1
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PRESSURE BED DESIGN
DESIGN FLOW — EXISTING (2) 2 BEDROOM HOUSE WITH STANDARD HANGER PIPE I
FIXTURES AT 130 gpd PER BEDROOM — 520 gpd FOR PULP _
—5 MIN SOIL ON SITE
FROM EXISTING—
SEPTIC TANK
520 GPD DIVIDED 1.2 GPD\SF = 433.3 SF OF PRESSURE BED REQUIRED HIGH WATER
NEW DESIGN LAYOUT ALLOWS FOR 600 SF OF TOTAL BED
ALARM SWATCH
RESERVE CAPACITY
3" SOLID MANIFOLD WITH 3" PERFORATED PRESSURE LATERALS AT 5'-0" O.C. SET LEVEL WITH END CAPS AFTER ALARM SOUNDS
EQUAL TO ONE DAYS START !EV Ii____ _
ENTIRE AREA OF PRESSURE BED (15'x40') TO HAVE 12" WASHED CRUSHED STONE 3/4" TO 1-1/2" SIZE CAPACITY (DUPLEX PUMPS
I FORCE PIPING WITH A MINIMUM OF 6" WASHED CRUSHED STONE ABOVE THE PIPE LATERALS. WITH INDIVIDUAL ALARMS LEVEL CONTROL
ENTIRE BED AREA TO BE COVERED WITH PERMEABLE GEOTEXTILE OR UNTREATED BUILDING PAPER PRIOR TO MAY BE USED IN LIEU SWITCH
LACEMENT OF TOPSOIL TOPSOIL LAYER TO BE 6" TO 12" IN DEPTH. OF A SINGLE PUMP AND SHUT—OFF_ LEVEL_ _______ _ ---
MP DAYS CAPACITY)
PUMP SIZING 30 FOOT LATERALS x 3 LATERALS + 10 LF OF MANIFOLD = 115 LF OF PIPE x 0.589 PIPE AREA x 85% = 58 GAL FIELD CAPACITY
UMP TO BE SET SO THAT MAXIMUM 60 GAL PUMP CYCLE AT 1.0 PSI PRESSURE IN THE PIPE AT THE FIELD.
PROVIDE 3" SAND OR—"O.'-4200
PEA GRAVEL UNDER TANK
PUMP STATION NOTES EFFLUENT TANK DETAIL
REMOVE EXISTING SEWAGE DISPOSAL COMPONENTS 1. PUMP TO BE EFFLUENT PUMP N.T.S.
AS NECESSARY TO INSTALL NEW SEWAGE DISPOSAL GOULDS MODEL GL3885-1/3 HP OR EQUAL TOTAL HEAD TO BE DETERMINED
BY INSTALLER
TILE FIELD
2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER.
AUDIBLE AND VISIBLE ALARM TO BE INSTALLED OUTSIDE RESIDENCE
3—
—2"s TO
DIST. BOX
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WORK IS TO BE AS SHOWN &
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WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
AVIATION CAD FILE NAME
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WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
AVIATION CAD FILE NAME
ACID\IBS\MAPLE\SEPTIC
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THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
PRESSURE PIPE
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