SEP-000727-2017 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: SEP-000727-2017 Date Issued: Monday, June 18, 2018
This is to certify that work requested to be done as shown by Permit Number SEP-000727-2017
has been completed.
Tax Map Number: 301.8-1-24
Location: 3 MANOR DR
Owner: Maple Wood, LLC
Applicant: IBS Septic
This structure may be occupied as a: Septic Alteration
Building 3 Units C & D (4 bedrooms total) By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the lot'
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
1 Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: SEP-000727-2017
Tax Map No: 301.8-1-24
Permission is hereby granted to: IBS Septic
For property located at: 3 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
Tyne of Construction
Owner Name: Maple Wood,LLC Septic Disposal-Residential $0.00
Owner Address: 6 Manor DR Total Value $0.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
IBS Septic
2 WARREN ST
Glens Falls,NY 12801
Plans&Specifications
Septic Alteration
Building 3 Units C&D(4 bedrooms total)
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,November 27,2018
(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 expiration .)
Dated at the To sbury; November 27,2017
( �J)
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only
742 Bay Road,Queensbury,NY 12804
hn,n rd(_)uvn,bury Permit#: SE -7i�--%)A 1
P:518-761-8256 www.gueensbury.net
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Tax Map ID#: -�0 (. S. I� Permit Fee: $ ; Invoice#: 3
Project Location: (n+I ►" C-r� C' '��"3
r septic Variance? Yes No
Primary Owner(s) U 16. `
Mailing Address ^ ry 0 r,
Phone & Email j( .3 c)�_ONOV 17 2017
Installer/Builder
kir ��utENSBURY
Mailing Address `� �,rr�� - r N
OOMNIUNITY DE :i
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Phone & Email -YjM AAA I' 55exi*1 Cpy.r.
Engineer
Mailing Address v G
Phone & Email -
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Contact Person for Building&Code Compliance:� ��t�
Phone:
RESIDENCE INFORMATION:
Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes Iy0
1980 or older Installed? (circle one)
1981-1991 Spa or Hot Tub Yes N
Installed? (circle one)
1992-Present
PARCEL INFORMATION:
Topography Ylat Rolling Steep Slope %Slope
Soil Nature Sand Loam Clay Other
Groundwater At y✓hat depth?
Bedrock/Impervious material A hat depth?
Domestic Water Supply _Municipal _Well if well, water supply from any septic system absorption is_ft.)
Percolation Test Rate: per minute per inch (test to be completed by licensed engineer/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION:
Tank size gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub
System Absorption field with#2 stone Total length ft.; Each Trench ft.
Seepage Pit with#3 stone How many: ;,Size:
Alternative System Bed or other type: )- I
Holding Tank System Total required capacity? ;tank size ;#of tanks
NOTES: 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-built plan is received and approved.
The installed system must match the septic 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 known by or on behalf of an applicant,shall be void. I
have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage
Disposal Ordinance.
PRINT NAME: `-' r rv)" DATE:
SIGNATURE: DATE: { ��� ✓I
Town of Queensbur;Builldiing&Cod nforcement Revised February 2017
SEWAGE DISPOSAL SYSTEM NOTES GRADING NOTES GENERAL NOTES
THERE SHALL 13E NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WALL EVENTUALLY FAIL TO WHEN SEPTIC TANK IS PUMPED. THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
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 EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM A SURVEY DRAWING PREPARED BY VAN DUSEN AND SIEVES
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. SWALES AND DITCHES.
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 AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR LEGEND
SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED.
DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL THE SEP11C TANK. DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR -- -- PROPERTY UNE
HOUSEHOLD SYSTEMS APPENDIX 75-A. DISINFECTED AFTER BEING PUMPED OUT. ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON-
THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE ------------------- PROPERTY UNE SETBACKS
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 SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER
GRAVEL MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND E E E UNDERGROUND ELECTRIC SERVICE
HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED CROPS, SUCH AS RYE GRASS AND MIU.ET MAY BE USED FOR TEMPORARY SURFACE
SEPTIC TANK TO HAVE SCH 40 PVC "T' AT INUIT AND OUTLET. THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. ss ss ss SANITARY SEWER 0 AS-BUILT 29NUYf1BR2017
- INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW UNE FUTURE EXPANSION OR REPLACEMENT. No. DESCRIPTION DATE
» DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT v v v WATER SERVICE
- OUTLET 14 BELOW FLOW UNE, 6 ABOVE FLOW UNE DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO:
3' AIR SPACE ABOVE "T" TO TOP OF TANK LESS THAN 2 GPM SHOWER HEADS. LOW WATER USE TOILETS, SINK FLOW SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS TRAPS. SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER REVISIONS
OR CLEANERS INTO SINKS OR TOILETS. GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE.
RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES.
NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE E,4' EDGE OF PAVEMENT
WHENEVER SEPTIC TANKS ARE TO BE ABANDON® IN THE EVENT OF PUBLIC NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING
CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2X ALL SWALES AND
SOFTENER. SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN. UNUNED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) C°
AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED ANDN
FEET EITHER SIDE OF THE SWALE OR DI1T;H CENIERUNE, AT A RATE OF 25 W }
THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. Q 3
CLASSIFIED BODY OF WATER. BOTTOM OF THE SCUM LAYER IS WITHIN 3' OF THE BOTTOM OF THE OUTLET THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. w 0 }
BAFFLE OR SANITARY '1'. THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NNE!I( YORK STATE Z t a
HOUSE TO SEPTIC TANK: 4"f PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUMCONTRACTOR SHALL CONTACT NEW YORK STATE DIG SAFE FOR LOCATION 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 GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL o z
SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"4 PVC SDR 26 SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. THE ABSORPTION FIELD. OF ALL KNOW SITE UTILITIES PRIOR TO BEGINNING ANY EXCAVATION WORK z
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WITH TIGHT JOINTS. MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE ON THE PROJECT. W
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20'-0" 20'-0" MROD
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INSTALLER FNW GRADE AT GRADE 1112/1 3 EDWARDS
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PRESSURE BED DESIGN
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DESIGN FLOW - EXISTING (2) 2 BEDROOM HOUSE WITH STANDARD /HANGER PIPE I ®�
FIXTURES AT 130 gpd PER BEDROOM - 520 gpd FOR PUMP ®®�
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= NEW DESIGN LAYOUT ALLOWS FOR 600 SF OF TOTAL BED —
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RESERVE CAPACITY �2 • TO
3" SOLID MANIFOLD WITH 3" PERFORATED PRESSURE LATERALS AT 5'-0" O.C. SET LEVEL WITH END CAPS AFTER ALARM SOUNDS DIST. BOX \ CAD FILE NAME
�- EQUAL TO ONE DAYS START LEVELAVIATION ACRD\IBS\MAPLE\SEPTIC
■ ENTIRE AREA OF PRESSURE BED (15'x4(') 1T) HAVE 12' WASHED CRUSHED STONE 3/4' TO 1-1/2' SIZE CAPACITY (DUPLEX PUMPS \—QUICK . SITE MATERIAL FOR TOP - . ROLEVEL CONTROL DISCONNECT
BELOW FORCE PIPING WITH A MINIMUM OF 6" WASHED CRUSHED STONE ABOVE THE PIPE LATERALS. WITH INDIVIDUAL ALARMS '_— '': -:`: :_ :- "`-- . ,-,�._.: ;`,; AD SCALE
■ ■ ENTIRE BED AREA TO BE COVERED WITH PERMEABLE G=OTEX71LE OR UNTREATED BUILDING PAPER PRIOR TO MAY BE USED IN LIEU
SWITCH U suDING COUPLER $ro E o o o O o 0 O 0 0 0 0 0 o AS NOTED
PLACEMENT OF TOPSOIL TOPSOIL LAYER TO BE 6" TO 12" IN DEPTH. OF A SINGLE PUMP AND SHUT-OFF LEVELQ ?: ��
I THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
■ � ONE DAYS CAPACITY) PRESSURE PIPE AND IS IN RED INK. ONLY SEALS IN RED INK
PIMP SlalG 30 FOOT LATERALS x 3 LATERALS + 10 LF OF MANIFOLD 115 IF OF F'A'E x 0.589 PSE AREA x 85X = 56 GAL FEED CAPACITY vv�11 SHALL BE CONSIDERED TRUE ORIGINALS
m STONE O '0 0 0 0 0 0 C40 0 0 0 0 0 0 0
PUMP TO BE SET SO THAT MAXIMUM 60 GAL PUMP CYCLE AT 1.0 PSI PRESSURE IN THE PIPE AT THE FIELD. %� DRAWING TITLE
_ _ PROPOSED
PROVIDE 3' SAND OR---(90 pV0° EXISTING 901E
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PUMP STATION NOTES EFFLUENT TANK DETAIL
REMOVE EXISTING SEWAGE DISPOSAL COMPONENTS 1. PUMP TO BE EFFLUENT PUMP N.T.S. AND SEPTIC
GOULDS MODEL GL3885-1/3 HP OR EQUAL TOTAL HEAD TO BE DETERMINED
ENLARGED SITE PLAN AS NECESSARY TO INSTALL NEW SEWAGE DISPOSAL BY INSTALLER LNO GROUND WATER ENCOUNTERED
"_20._0» TILEPUMP _
2.FIELD - DETAILS
ED BY MANUFACTURER.
AUDIBLE AND VISIBLE ALARM TROL PACKAGE TO BO BE INSTALLED OUTSIDE RESIDENCE DRAWING No.
TYPICAL BED SECTION
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