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SEP-0315-2018 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-0315-2018 Date Issued: Tuesday, June 19, 2018 This is to certify that work requested to be done as shown by Permit Number SEP-0315-2018 has been completed. Tax Map Number: 316.10-1-28 Location: 12 ARBERGER DR Owner: Rick Winslow Applicant: Sanitary Sewer Service This structure may be occupied as a: Residential Septic Alteration 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, 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 Community Development - Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: SEP-0315-2018 Tax Map No: 316.10-1-28 Permission is hereby granted to: Sanitary Sewer Service For property located at: 12 ARBERGER 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: Rick Winslow Septic Disposal-Residential $0.00 Owner Address: 12 ARBERGER DR Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Sanitary Sewer Service PO Box 224 Glens Falls,NY 12801 Plans&Specifications Residential Septic Alteration $ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday,June 5, 2019 (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 d te.) Dated at the Town Quee ury; Tu ne 5, 2018 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT ARPUCAU04- Office Use Oniv lot ,jure, FE C E_" Yes _,_septic�;�Iian e? Yes No Mailing Address Phone & Email Installer/Builder J Mailing Address 12""1 C, Phone & Email Contact Person for Building&Code Compliance: 61�01�6eo Phone: RESIDENCE INFORMATION: Garbage Grinder Yes No, Year Built #of bedrooms X gallons per bedroom total daily flow installed? (circle one) X_ 1980 or older Spa or Hot Tub Yes No PARCEL INFORMATION: Topography Flat Rolling Steep Slope %Slope Soil Nature Cs./_ sand Loam Clay Other Groundwater At what depth? Bed rock/Im pervious material At what depth? Domestic Water S4P:P=1yi&unicipaI _Well (if well,water su )ply from any septic system absorption is_ft.) Percolation Test I Rate:/-)- per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: AI�A�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 Seepage Pit with#3 stone How many: ; Size: X Alternative System Bed or other type: 2-10 ',c Z f- 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. Anypermni1or approval granted xvhichis based upon oris granted in reliance upon any moateria| ~�^~^-----'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. I b � DATE: PRINT NAME: LA6SIGNATURE: DATE'� Town ovuve ^m`uryouimmomomeEnmvemem Revised February zoz GRADING NOTES GENERAL NOTES BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED,AND DURING INFORMATION SHOWN ON THIS DRAWING 15 TAKEN FROM EARTHWORK PHASES,SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM A SITE PLAN DRAWING PREPARED VAN DUSEN AND STEWS AFTER AURES OR CLOGGING.ANY FAILURE OR CLOGGING BCORRECTED.CONTRACTORE INSPECTED BY THE FOR SHALL BE IMMEDIATELY FI LEGEND �. ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- -—--— PROPERTY UNE CONCRETE OR STONE "_ " ' ABLY POSSIBLE TO PREVENT EROSION,AND EVERY BARE-EARTH AREA SHALL BE 10'-0°PROPERTY LINE SETBACKS 7° ON SITE MATERIAL,FOR TOP SOIL .) .",' .: SEEDED AND MULCHED BY OCTOBER 1ST.TEMPORARY RAPIDLY GROWING COVER --------------- MARKER ABOVE ALL _ BURIED COVERS CROPS,SUCH AS RTE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE _•„_„-_ RECOMMENDED. — STONE 0 0 0 0 0 0 0 0 0 0 0 0 0 —E —E —E — UNDERGROUND ELECTRIC SERVICE Na,I DESCRIPTION I DATEF . g PIPE SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES,INCORPORATING SEDIMENT —ss ss ss— SANITARY SEWER REVISIONS ��U � TRAPS,SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER —V V — WATER SERVICE I )S OT NE 0 0 0 0 0 0 0 0Sy0 O,0 0 0 0 0 0 0 GRASSES,OR WHERE FILL AREAS ARE EXTENSIVE. INLET BAFFLE tY IN.COVER OVER '� C C O a - W- W- u�L..22 ALL STRUCTURES — - . NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING E/P EDGE OF PAVEMENT W a I-1 1 �1 DISTRIBUTION BOX IMPORTED FILL,,'-: OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2X ALL SWALES AND ©NF BY FORT MILLER OR ,; RATE UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR(4) 1 5 MINPERC FEET EITHER SIDE OF THE SWALE OR DITCH CENTERUNE,AT A RATE OF 25 - EQUAL B FROMTANK SEPTIC—b 4”PVC III` O O O - POUNDS PER ACRE.AFTER JUNE,ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. SEWAGE DISPOSAL SYSTEM NOTES Y I� EXIS71NGSOIL THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE COHSTRl1CTIOH,WITHOUT PRIOR APPROVAL THE DESIGN PROFESSIONAL OR THE ¢B W moo' ” ALL OUTLET INVERTS n ,SEPARATION TO HGW GUIDELINES FOR URBAN EROSION h SFnIMFNT CONTROL = iso TO CT SET A7 / TOWN BUILDING INSPECTOR. V GRA W. EXACTLY THE SAME GRAVEL ELEVATION. L _ FINAL GRADING SHALL BE DONE 70 ACCOMPLISH POSITIVE DRAINAGE DESIGN,CONSTRUCTION,MATERIAL STANDARDS AND INSPECTION REQUIREMENTS (USE OF SPEED LEVELERS SEASONAL HIGH MOTTLING ® 44 SWALES AND DITCHES. SHALL COMPLY WITH THE LATEST EDITION(S)OF THE NEW YORK STATE Q �� REWIRED) DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS-INDIVIDUAL HOUSEHOLD SYSTEMS APPENDIX 75-A. J m c a SEPTIC PLOT PLAN DISTRIBUTION BOX TYPICAL BED SECTION a= — Boa N.T.S. TEST PIT INFORMATION SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED =_ m a Ado N.T.S. TEST PIT INFORMATION TAKEN-17 APR 2018 BY SEPTIC TANK TO HAVE SCH 40 PVC°7°AT INLET AND OUTLET. I HAVE SEEN OR OBSERVED ALL OBJECTS ETHAN P.HALL-RUCINSKI HALL ARCHITECTURE Y c� �i o'a'a� SUCH AS HOUSES, WELLS, TREES,FENCES, ETC ` - ' -INLET 12°"BEL FLOW UNE,g°ABOVE FLOW UNE ° fifi N u _ W - OUTLET 14"BELOW FLOW UNE,8"ABOVE FLOW LINE Z¢a Q o ° I TP-1 3"AIR SPACE ABOVE'T'TO TO'OF TANK U a - _ `� SHOWN ON THIS DOCUMENT.I HAVE PERSONALLY D 5°° 2 NO ROOF,FOOTING,FLOOR COOLING WATER,BACKWASH DRAINS,ETC.,SHALL BE x rc w M ASU D THE DISTANC JT FO TH ON THIS DIAGRAM. D-,p• TOPSOIL CONNECTED TO THE SEWAGE SYSTEM.NO SUMP PUMP,CONDENSATE,WATER SOFTENER,SPAS.OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. � V 10-23" MEDIUM BROWN TO REDDISH SAND W/LOAM THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100'OFA WORK IS TO BE AS SHOWN 23-48° LIGHT BROWN TO CRAY FINE SAND CLASSIFIED BODY OF WATER. NOTED AND IN ACCORDANCE S TURE DATEWITH MANUFACTURER'S ROOTS TO 34" HOUSE TO SEPTIC TANK: 4°O PVC SCHEDULE 40 WITH TIGHT JOINTS,MINIMUM RECOMMENDATIONS,TRADE ARSERGER DRIVE Lp� SING WATER O 44" SLOPE 1/4°PER FOOT.SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 ASSOCIATION PUBLISHED � n'c STANDING WATER O 48" WITH TIGHT JOINTS,MINIMUM PITCH 1/8°PER FOOT. SANITARY DISPOSAL FIELD: RECOMMENDATIONS AND TOWN®�('LU E�Itla�Eg lJpY MOTTUNG LINE O 44" 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16"PER FOOT,CAP ALL ENDS. GENERALLY ACCEPTED LOCAL V V'V �la#f ltic��i.77 IRT CONSTRUCTION INDUSTRY THE BUILDING CODES F I L..E COPY E BEST DESIGNED AND INSTALLED SEPTIC SYSTEM . EVENTUALLY FAIL TO PRACTICES. FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO NEW 20'X 25'GRAVITY THE HOME AND/OR SEWAGE OVERFLOW ONTO TIE GROUND SURFACE. FAILURE TO BED W/AREA-375 SQ.FEET PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL c= _ SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY THE SEPTIC TANK. y..l ^� THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR -_-__ THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS t ! I I I - MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF 1 ( ( I 1 HEALTH,TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. Q o THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR H-4 ' 1 j I •t 1 FUTURE EXPANSION OR REPLACEMENT. rn_ 4 1p'Mt ! 1 I h EXISTING 1,000 gal SEPTIC TANK TO BE N+ ' I I i j 3"m SOLID PIPE I• LESS THAN IS 70 HAVE WATER SAVING FIXTURES,USE O TLE BUT NO LIMITED TO: 1 .-_ INSPECTED AND REMAIN w LESS THAN 2 GPM SHOVER HEADS,TOW WATER USE TOILETS,SINK FLOW RESTRICTORS OBSERVE WATER CONSERVATION PRACTICES 1 1 ----------fA ----------- SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE I 11 ' :3°0 PERFORATED PIPE j i ro ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE I 1 I WITH END CAPS(TYP.) ---------- V �L o AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND Q.I 1 NEW D-BOX --------- - I I MAINTAINED BY THE HOMEOWNER.THE TANK SHALL BE PUMPED WHENEVER THE .�-. I '1 EXISTING 1 1 BED SIZE I I �' �' BOTTOM OF THE SCUM LAYER IS WITHIN 3"OF THE BOTTOM OF THE CUTLET ^ Q 1 STORY HOUSE 1 ! SIHEDCRUSHED STONE i °6 BAFFLE OR SANITARY°Y.THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS ________________----_____ SHOULD BE PUMPED OUT EVERY TWO 70 THREE YEARS. to _ ________________________________. I WHEN SEPTIC TANK IS PUMPED,THE SEPTIC TANK,BAFFLES/TEES,HOUSE SEWER 1 . CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE 1 j 1 DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. (U N 1 CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. 10'-0" 10'-0" I I I pp�p° ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A 2'-6° DEC PERMITTED SPTAGE HAULER.SEPTIC TANKS SHOULD NOT BE WASHED OR V� 1 1 DISINFECTED AFTER BEING PUMPED OUT. 12'-6" 1 , I 25'-0" SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES I 1 ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND 1 MAY CAUSE THE SLUDGE AND SWM IN THE SEPTIC TANK TO BE DISCHARGED I 1 INTO THE ABSORPTION FIELD.RESULTING IN PREMATURE FAILURE. BED DESIGN DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC C].� SYSTEM.DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS dj I. OR CLEANERS INTO SINKS OR TOILETS. ../ I F•[•I DESIGN FLOW -EXISTING 3 BEDROOM HOUSE WITH STANDARD WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC 1 FIXTURES AT 130 gpd PER BEDROOM-390 gpd SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES,THE TANKS SHOULD BE 1 I REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN. 1 I 1-5 MIN SOL ON STE I NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF 390 GPD DIVIDED 1.2 GPD\SF-325 SF OF PRESSURE BED REQUIRED THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. 1 NEW DESIGN LAYOUT ALLOWS FOR 375 SL OF TOTAL BED FINAL GRADE SIHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM THE ABSORPTION FIELD. I I 3'SOLID MANIFOLD NTH 3"PERFORATED PRESSURE LATERALS AT 5'-0"O.C.SET LEVEL YOTFi END CAPS � I ENTIRE AREA OF GRAVITY BED(20'x25')TO HAVE 12"WASHED CRUSHED STONE 3/4"TO 1-1/2"SIZE `' e9� 3 BELOW PIPING WITH A MINIMUM OF 6"WASHED CRUSHED STONE ABOVE THE PIPE LATERALS. TOWN OF QUE S Y REMOVE EXISTING SEWAGE DISPOSAL COMPONENTS 1 1 ENTIRE BED AREA TO BE COVERED WITH PERMEABLE GEOTEXTILE OR UNTREATED BUILDING PAPER PRIOR TO 1 I AS NECESSARY TO INSTALL NEW SEWAGE DISPOSAL I ' PLACEMENT OF TOPSOIL. TOPSOIL LAYER TO BE 6°TO 12°IN DEPTH. BUILDING VI QJ TILE FIELD f 1 Reviewed B CAD FILE E Date: y• ACAD\xx\C-1 _---- ® SCALE __ 1 AS NOTED 1HE SEAL BELOW 15 AN ORIGINAL SEAL DRAWN BY 410 IS IN REO R 8415 IN IS➢INK DRAW SHP11 BE CONSIDERED EO TALE ORIGINALS NG SITE PLAN SITE PLAN 1"= 20'-0" 316.10-1-28 SEP-0315-2018 AND SEPTIC Winslow, Cheryl DESIGN ry NOTES 12 Arberger Drive DRAWING No Residential Septic Alteration C-' L PDF created with pdfFactorytrial version WWW.odffactorv.com GRADING NOTES GENERAL NOTES BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM A SITE PLAN DRAWING PREPARED VAN DUSEN AND STEVES AFTER EVERY STORM EACH ENTFAILURES OR CLOGGING. ANY FAIILURE RA CLOGGING SHALL BE IMMEDIATELY C RRECSHALL BE INSPECTED BY THE TED•FOR LEGEND ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- —- - - - -- — PROPERTY LINE OR STONE - ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE " :. . . . . CONCRETE co 'ON SITE MATER_ IAL_ FOR' TOP SOIL.; Y; t: ::>'~: =_:`: ---------------------- 10-0 PROPERTY LINE SETBACKS MARKER ABOVE ALL _ _-._- _ _ _ _ - _ _ _ __ SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER BURIED COVERS "'� w ° CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE 0 AS-BUILT I IUNI11113 FFA�NN ��yy��0 RECOMMENDED. is �S 0 E O O Cc 0c �O O O O O O xq O O O E E -E E UNDERGROUND ELECTRIC SERVICE No.l DESCRIPTION I DATE CX GRADE - ss ss ss ss SANITARY SEWER REVISIONS PIPE SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT - TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER „ „ WATER SERVICE --E/j '` �° J " t io STONE o 0 0 0 0 0 0 0 0 moc 0 0 0 0 0 0 GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. INLET BAFFLE 12 MIN. COVER OVER �^ ALL S1�UCTURES ''� NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING E/P EDGE OF PAVEMENT w o I•I i #1 DISTRIBUTION BOX 9` :` . a t. N Q IMPORTED FILL,; . " OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND BY FORT MILLER OR UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) D Lj 0 3 EQUAL 1-5 MIN. PERC RATE :° . ° ' " I <. : a a •. FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 SEWAGE D I P 0 A Y T z _ < I S S L S S EM NOTES Z TANK SEPTIC 4 PVC �'� O O © ! �`-- POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. (� Z I EXISIINGSOIL THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING w o W iv ALL OUTLET INVERTS 00 ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO ffY YORK ST/ CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE W V "� SEPARATION TO HGW GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL W 0 TO BE SET AT TOWN BUILDING INSPECTOR. = Z 9 0 PEA—I EXACTLY THE SAME < J N GRAVEL ELEVATION. " FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS �/ of 0 L (USE OF SPEED LEVELERS SWALES AND DITCHES. SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE Q 3 Z 0 SEASONAL HIGH MOTTLING ® 44 REQUIRED) DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL < o Z HOUSEHOLD SYSTEMS APPENDIX 75-A. J y o w o o TYPICAL BED SECTION SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED aC 0 00� 0 W DISTRIBUTION BOX N.T.S. TEST PIT INFORMATION = z 0 GRAVEL. �_ C4 N N a 0 000 r W N.T.S. v T a w TEST PIT INFORMATION TAKEN - 17 APR 2018 BY SEPTIC TANK TO HAVE SCH 40 PVC "r AT INLET AND OUTLET. Y o= > o z >- ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE - INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE cc' > to < c� < - OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE z a o -� (n �- W 3" AIR SPACE ABOVE "T" TO TOP OF TANK C•� o o w TP-1 NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE M°' o o F 0 0-10" TOPSOIL CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER w ca > w SOFTENER, SPAS, R HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. 10-23" MEDIUM BROWN TO REDDISH SAND W/ LOAM THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A WORK IS TO BE AS SHOWN & / 23-48" LIGHT BROWN TO GRAY FINE SAND CLASSIFIED BODY OF WATER. NOTED AND IN ACCORDANCE WITH MANUFACTURER'S V ROOTS TO 34" HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM RECOMMENDATIONS, TRADE AR�ERGER D Ao SEEPING WATER ® 44" SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 ASSOCIATION PUBLISHED DRIVE STANDING WATER ® 48" WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: RECOMMENDATIONS AND MOTTLING LINE ® 44" 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO PRACTICES. FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO NEW GRAVITY BED W/ TIED ENDS ALL SDR-35 THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO _ PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL - -- SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY i 16'-O" THE SEP11C TANK. THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR +0-i THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR O ' 1 I !'! !+! 'a! FUTURE EXPANSION OR REPLACEMENT. L!J + o �►, ,! ,r, ;�; EXISTING 1,000 gal + N f11 �f �! SEPTIC TANK TO BE DWELLING IS TO HAVE WATER SAVING FIXTURES INCLUDING BUT NO LIMITED TO: 'j° '►i 3"0 SOLID PIPE I hi ,! !I! INSPECTED AND REMAIN rn LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. cd • r� + + _ ----------------- ----------------'-- '• SEP11C TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE In s � v 1 i 3"0 PERFORATED PIPE I ACCUMULATION BY THE HOMEOWNER R A QUALIFIED SEWAGE HAULER. THE O i WITH END CAPS (IYP.)- °; yr o AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND NEW D-BOX ---------------- ----------------- •'v I I" MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE V1 .4 i + EXISTING 1 , BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET i \ STORY HOUSE + WASHED CRUSHED BED CD BAFFLE BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY 1 ' ------------------------------------- CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKScu 4� SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. ^ , + I WHEN SEP11C TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER cd 1 ' CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE + DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. N 10'-0" 10'-0" CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. 20 I I ' " ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A +� 2,-6" * -0 2'-6" DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED ORIf 1 1 1 + + 12 -6 12 -6 DISINFECTED AFTER BEING PUMPED OUT. " I 25'-0" SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES r ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND ' l 1 i + MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED V U It ' INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. cd • 1 DO NOT D OF EXCESS GREASE OR OSE SEPTIC BED DESIGN SYSTEM. DIOPNOT POUR OR DUMP ABNORMALTAMOU SINTOE OF CLEANING CHEMICALS 1 1 OR CLEANERS INTO SINKS OR TOILETS. ' DESIGN FLOW - EXISTING 3 BEDROOM HOUSE WITH STANDARD WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC I-y O , FIXTURES AT 130 gpd PER BEDROOM = 390 gpd SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE i 1-5 MIN SOIL ON SITE REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN. NO VEHICULAR TRAFFIC R PARKING SHALL BE ALLOWED ON ANY PORTION OF 390 GPD DIVIDED 1.2 GPD\SF = 325 SF OF PRESSURE BED REQUIRED THE ABSORPTION FIELD R THE SEWAGE DISPOSAL SYSTEM. 1 ' NEW DESIGN LAYOUT ALLOWS FOR 375 SF OF TOTAL BED FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM I THE ABSORPTION FIELD. 3" SOLID MANIFOLD WITH 3" PERFORATED PRESSURE LATERALS AT 5'-0" O.C. SET LEVEL WITH END CAPS 1 i n + ' ENTIRE AREA OF GRAVITY BED (20'x25') TO HAVE 12" WASHED CRUSHED STONE 3/4" TO 1-1/2' SIZE BELOW PIPING WITH A MINIMUM OF 6" WASHED CRUSHED STONE ABOVE THE PIPE LATERALS. ®� REMOVE EXISTING SEWAGE DISPOSAL COMPONENTS ENTIRE BED AREA TO BE COVERED WITH PERMEABLE GEOTEXTILE OR UNTREATED BUILDING PAPER PRIOR TO 1 AS NECESSARY TO INSTALL NEW SEWAGE DISPOSAL PLACEMENT OF TOPSOIL TOPSOIL LAYER TO BE 6m TO 12 IN DEPTH. TILE FIELD AS BUILT i 1 + CAD FILENAM I ACAD\xx\C-1 SCALE AS NOTED THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY AND IS IN RED INK. ONLY SEALS IN RED INK —----— SHALL BE CONSIDERED TRUE ORIGINALS ------__ DRAWING TITLE SITE PLAN 1" = 20'-0" SITE PLAN AND SEPTIC RECE V � DESIGN r NOTES DRAWING No. TOWN OF QUE NSB PLANNING O C,-1