BOTH-000430-2016 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: BOT1-1-000430-2016 Date Issued: Wednesday, July 20, 2016
This is to certify that work requested to be done as shown by Permit Number BOTH-000430-2016
has been completed.
Tax Map Number: 301.8-1-25
Location: 6 MANOR DR
Owner: Maple Wood, LLC
Applicant: IBS Septic
This structure may be occupied as a: Residential Septic Alteration
Unit 5, Apt. A&B 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, x1v
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code forcnt
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
04,W-0 Community Development - Building & Codes (518) 761-8256
BUILDING PERMIT
Permit Number: BOTH-000430-2016
Tax Map No: 301.8-1-25
Permission is hereby granted to: IBS Septic
For property located at: 6 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
Owner Name: Maple Wood,LLC Septic Disposal $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
Residential Septic Alteration
$ 40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday,July 1,2017
(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 Que sbury /f *-,-my 6, 2016
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
Revised 4//412010
OFFICE USE ONLY cbDfW_,A-t�C..2.01 } -
TAX MAP NO. PERMIT NO. PERMIT FEE + fl
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� l0f-)
OASV LID PE MIT.
fIk4
OWNER: f V" I rUjonINSTALLER: coil 1
ADDRESS: !L '1 r ADDRESS:
PHONE NOS. PHONE NOS.6 1 J
LOCATION OF INSTALLATION:
RESIDENCE INFORMATION:
YEAR BUILT NO.OF X COMPUTATION _ TOTAL DAILY FLOW
BEDROOMS Gallons per bedroom GARBAGE GRINDER
1980 or older X 150 = f } INSTALLED?
1981-1991 X 130 SPA OR HOT TUB
1992-present X 110 = INSTALLED?
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLL! STEEP SLOPE %SLOPE
✓ SOIL NATURE: SAND �y1 �OAM CLAY OTHER
✓ GROUNDWATER: AT WHAT DEPTH?
✓
BEDROCK/IMPERVIOUS MATERIAL: AT WHA DEPTH?
✓ DOMESTIC WATER SUPLY: MUNICIPAA WELLE(If well:water supply from any septic system absorption is: f�
✓ PERCOLATION TEST: RATE IS iv PER MIINUTE PER INCH(mpi) jUL 20
(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
I In�each garbage grinder,spa or whirlpool tub.
SYSTEM TYPE:
0 ABSORPTION FIELD(WITH NO.2 STONE) Total length ft. Each trench X
*SS EPAGE PITS)(WITH NO.3 STONE) How manys�? 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 bzlsed 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'"se se rid all requirements of the Town of Queensbury QUESTIONS 7 CALL 761-8256 OR EMAIL
Sanita ew Isposal Ordinance. i codesl`o gueensbury.net
VISIT OUP WEBSITE FOR MORE INFORMATION
Signature o erson Responsible Datewwwueensbu .net
1.
Town of Queensbury x Community Development Office * 742 Bay Road, Queensbury NY 12804
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SEWAGE DISPOSAL SYSTEM NOTES- GRADING NOTES GENERAL NOTES
! 'E THESE PLANS IN ADVANCE OF OR DURING THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM TALL EVENTUALLY FAIL TU 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 = -
THERE SHALL BE NO CHANCE ON T A SURVEY DRAWING PREPARED BY VAN DUSEN AND STEVES -
CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR Tlil: FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK CONNECT10N AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM _ -
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 AMD/UR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. " FAILURE TO CRACKED OR BROKEN LINES MUST BE REPA'RED OR REPLACED. LEGEND
DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENT:, PERIODICALLY CLEAN..A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRAC;iOR FOR
SHALL COMPLY WITH THE LATEST' EDITIONS) OF -[FIE 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 CORREC.TE.D.
DEPAR'TME'NT OF HEALTH WASTEWATER TT;EATMENT STANDARDS -,'INDIVIDUAL THE SEPTIC TANK. DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR - - -- PROPERTY LINE
- _
HOUSEHOLD SYSTEMS APPENDIX 75-A. THIS DESIGN IS INTEND DISINFECTED AFTER BEING PUMPED OUT. ABLY POSSIBLE T
I ED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR ALL BARE-EAR'iH AREAS SHALL BE SEEDED ANU MULCHED AS SOON AS IS REASOf�-
--- -------------- PROPERTY LINE SETBACKS
SEPTIC TANK TO BE SE'T 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 0 PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE
GRAVEL. -. IL MAY BE_ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF ARE UNNECESSARY FOR TFIE PROPER OPERATION OF DISPOSAL SYSTEMS AND SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER E -E -E UNDERGROUND ELECTRIC SERVICE1.
tiFALTH, 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 MILLET MAY BE USED FOR TEMPORARY SURFACE: _ -
SEP'TIG TANK TO HAVE SCI'L X10 PVC "T" AT INIF_"T' 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
- INLET 12" BELOW FLOP/ LINE, f;" ABOVE FLOW LINE FUTURE EXPANSION OR REPLACEMENT. No,l DESCRIPTION DATE y
DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT w -w -w WATER SERVICE
- OUTLET 14" BELOW FLOW LINE, 43" ASTONS FLOP/ LINE DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: SYSTEM. DO NOT POUR OR DUMP ABNORMAL_ AMOUNTS OF CLEANING CHEMICALS TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER - REVISIONS
3" AIR SPACE ABOVE "T" '10 TOP OF TANI< LESS THAN 2 GPlA SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW OR CLEANERS INTO SINKS OR TOILETS. GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. �'I ° ,
RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. - E EDGE OF PAVEMENT
NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, E'T'C., SHALL LIE WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING
CONNECTED TO THE SEWAGE SYS IEE. NO SUMP PUMP, CONDENSATE, WATER SEPTIC TANK SFIALL BE INSPECTED ANNUALLY TO DETERh11NE SCUM AND SLUDGE SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, TFIE TANKS SHOULD BE OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND � ��-r
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. UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) A III o y
AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 N a
THERE SHALL BE NO CONSIRUC-TION OF SEPTIC SYSIEMS VAIHIN 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 .
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. I � W 0 z
BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW.YORK STATE I-- z a
HOUSE TO SEPTIC TANK: 4"O PVC SCHEDULE 40 YAJH 1IG1I F JOINTS, MINIMUM 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 GUIDEUNES FOR URBAN EROSION & $ANT CONTROL CONTRACTOR SHALL CONTACT NEW YORK STALE DIG SAFE FOR LOCATION � � z
OF ALL KNOW SITE UTILITIES PRIOR TO BEGINNING ANY EXCAVATION WORK a () z, � 3
SLOPE 1/4" PER FOOT. SEPTIC 'TANK TO DIS-TRIBUTION BOX: 4"R� PVC SUR 26 SHOULD BE .PUMPED OUT EVERY TWO TO THREE YEARS. THE ABSORPTION FIELD. o a z
WITH TIGHT JOINTS, MINIMUM PITCH 1/$" PER FOOT. SANITARY DISPOSAL FIELD: ON THE PROJECT. I,LI
4"41 PERFORATED PLASTIC PIPE Fr1AXIP.1Ul,1 SLOPE 1/1 G" PER FOOT, CAP ALL ENU� FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE -
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_cAD FILE NAME
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E QUAL TO O E DAYS
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• " " m `0 SITE MATERIAL FOR TOP SOL "`' =r'=-?'' ' -».'' '`-: -
_ ENTIRE AREA OF PRESSURE BED 15 x40 TO HAVE 12 WASHED CRUSHED STONE 3 4 TO 1-1 2 SIZE CAPACITY (DUPLEX PUMPS � N ;•.,.•...:.: .... :.... ..:..�..• :,' :.•:I -,._:_;-- , .�/ti _ 1.
( ) / / LEVEL CONTROL QUICK DISCONNECT -
•_>.-
. ... ,. . _ -..- i, - , :' SCALE
_ "
BELOW FORCE PIPING WITH A MINIMUM OF 6 WASHED CRUSHED STONE ABOVE THE PIPE LATERALS. WITH INDIVIDUAL ALARMS SWITCH - SLIDING COUPLER )fin:_ �" ` " r U I L L , ' ' , 1 =
RUCINSKI HALL ARCHITECTURE
Ronald Richard Rucinski
Ethan Peter Hall
D
134 Dix Avenue,
Glens Falls NY 12801
Voice 518 741 0268
Fax 518 741 0274
Email ephall@nycap.rr.com
Maplewood Apartments Unit 5—Septic As-Built
18 July 2016 FILE COPY
John O'Brien —Town of Queensbury Building Department
742 Bay Road
Queensbury NY 12804
Re: Replacement of existing Septic System
At the above referenced project location this office observed the installation of the new pump
chamber and the pressure bed sewage disposal field prior to back fill. The attached as-built plans
represent the modifications made by the installer in the field due to site conditions.
These modifications have been noted and are acceptable to this office. If there are any questions
please contact our office to discuss.
Regards,
f4
4, ;
Ethan Peter Hall JUL 19 2016
Architect
JV- 00 1a
11R1IA-Macadllvan Bell Septic(IBS)\Maplewood ApartmentsTetter 18 July 2016.doc 1
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SEWAGE DISPOSAL SYSTEM NOTES - GRADING NOTES - GENERAL` NOTES -
I _ -
' E PLANS IN ADVANCE OF OR DURING THE BEST DESIGNED APIU INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO WHEN SEPTIC TANK IS PUMPED, THE SEPTIC iTANK, BAFFLES/TEES, HOUSE SEWER BEFORE ANY CLEARING OR GRUBBING ( THE SITE IS INITIATED, AND DURING INFORMATION SHOWN ,DIV TF(IS,DRAWING IS TAKEN FROM
THERE ShiALL BE NO CIIANCI: ON Ti ICS A SURVEY DRAWING PREPARED BY VAN DUSEN AND SIEVES
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 = _ .
CONSTRUCTION, MAINTENANCE CAN RESULT IN CLOG DETERIORATED OF THE TANK AND SEWAGE BACKUP INTO DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. SWALES AND DITCHES.
TOWN BUILDING INSPECTOR.
THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. `
NIA-IERIAL 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 CONTRACTO FOR LEGEND
DESIGN, CONSTRUCTION, ``
ST FEDI ONS 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. „ .-
SI TALL COMPLY WITH THE LATE Ti { ) - _ __ .q I
DEPARTMENT OF HEALTH WASTEWATER 'TREATMENT STANDARDS - INDIVIDUAL THE SEPTIC TANK. DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR " r.PROPERTY LINE
HOUSEHOLD SYSTEMS APPENDIX 75-A. THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR ? ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- ------ -,- ---- PROPERTY LINE SETBACKS -
DISINFECTED AFTER BEING PUMPED OUT.
ED PEA STONE OR WASHED 1 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 ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE _ =
SEPTIC TANK TO BE SE'f ON A LAYER OF CUtAPACI SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER
GRAVEL. k' MAY 8E 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 -
hIEALTH, TOWN OF QUEFIiSBURY 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 MILLET MAY BE USED FOR TEMPORARY SURFACE
I THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR INTO THE ABSORPTION FlEID, RESULTING IN PREMATURE FAILURE. ss -ss -ss SANITARY SEWER 0 AS-BUILT 13 JULY 2016
SEPTIC TANK TO HAVE SC;tI X10 PVC "'T" AT INLET AND OUTLET. .
» » 0 LINE I FUTURE EXPANSION OR REPLACEMENT.
- INLET 12 BELOW FLOW! LINE, 6 ABOVE FLOW � SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT No: DESCRIPTION DATE
- OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC w -w -w WATER SERVICE :
" " " a i DWELLING IS TO HAVE WATER SAYING FIXTURES. INCLUDING BUT NO LIMITED T0: SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER _ REVISIONS ' �, -
3 AIR SPACE ABOVE T TO TOT OF *TANK i LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW OR CLEANERS INTO SINKS OR TOILETS. GRASSES, OR WHERE FILL;AREAS ARE EXTENSIVE. E/I'' EDGE:OF PAVEMENT %
RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. % W.I. Iw.d� „d Iwu,.��Ir�.®m:W rI,mY4 J,.W.mn 6yuWuhar,
NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE -
WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING
CONNECTED TO THE SEWAGE SYSiEM. NO SUMP PUMP, CONDENSATE, WATER SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2,% ALL SWALES AND yule" rrr�l..l�l�r:� . rel ,v�„v�..�.I,t.,:..�.Il V a
SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. ACCUMULATION BY THE HOMEOWNER QR A QUALIFIED SEWAGE HAULER. THE SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE -
REMOVi71 OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN. UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRAS FOR FOUR (4) 0
_„-- AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 W N a
TFIERE SHALL BE h10 COhISIitUC'1lQN OF SEPTIC; SYSTEMS WA TTlIN 100' OF A MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE NO VEHICULAR 1RAFFlC OR PARKING SHAI_i BE ALLOWED ON AMY PORTION OF POUNDS PER ACRE. AFTER,JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHEL. W 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 Ld r
JOINTS, MINIMUM I BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY I ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YQRK STATE d, _ f- z a =
HOUSE TO SEPTIC TANK: 4"O PVC SCHEDULE 40 WITH 'TIGHT OR 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 EROSIQN & SEDIMENT CONTROL,, i CONTRACTOR SHALL CONTACT NEW YORK STATE DIG SAFE FOR LOCATION ? 0 z
SLOPE 1/4" PER FOOT. SEP'IIC TANK TO DISTRiBU'TION BOX: t4"0 PVC SDR 2.6 SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. THE ABSORPTION FIELD. OF ALL KNOW SITE UTILITIES PRIOR TO BEGINNING ANY EXCAVATION WORK - U z a �
WITH TIGHT JOINTS, MINIMUM PITCH 1/8- PER FOOT. SANITARY DISPOSAL. FIELD: ON THE PROJECT. _ t.1.J
" TED PLASTIC PIPE MAXIMUM SLOPE 1 16" PER FOOT, CAP ALL ENDS. FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE o o W -
4 0 PERFORA / AWAY FROM BUILDING AT 6" IN 10' MINIMUM SLOPE. - - �- . 0- z v
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