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SEP-0245-2021 ..::........... ... .. . .......... £ t� .Office use::oniV: .. Permit<# © -2 3 .:... Permit Fee:$. 192'6aY Road;Qiieensfaur}j;NY 12804: 56::intiisil►J: ire6Wsbur .net' _. ...a..... �t Invoice#: 2 F[vod.Zone? Y No ReVfewed By' • -SEPTIC:DISPOSALVERMIT APPLICATLOAI av- — ntp E C E9 Project Lo cat orl i>C (�. Z. • 1 APR 2021 Tax'Map#: TOWN OF QUEENSEURY 13UILDING&CODES RESIDENGE::INFORMATlON: yeart Gallons #of..b.edroor .;X gallons per•: =total daily flow: per:day bedroom Garbage Grind ' Yes, _ NV 4 ... . _. :1980::or�.older `15 InsEalled�..lcirele,:Qne} _.. 1981-1991 139 Spa or Hoi.Tub Yes o x992-Present .110` _ ........ ... In :teircle gne} PARCEL INFORMATION:; Topography flat Rolling:..... ........ . steep Slo:pe::. .... f:Si�P Soil'Nature Sand Loam: Clay ath:er,.explata in,• Gro.urt water _... At:.what cleptV ..... ....... ;Bedroc �.I'mpervious.mater�al.... :At.:what.: eptti:.. Q. estc V r.Su.p Munici al Well. (if well or lake; n atet supply;frem anysept e system absorption'Is' . ........... ft.} ..:......... Percolation t Rate: p Tes er minute.pet.jhch (test to becoir6i iet+ed:by :licensed engineerJar..chitect) ... ..... ........ ... . PROPOSED SYSTE. INF-01 MATION. . .,._.. Tank size: 1 D .gallons:(min. size 1,000.gallons, add 25E}gallons for:each garbage der or s:pfa.hat;tu:b System"'' ::Absorption:field w ;#2 Abbe Total length ft.; Each'Trerirh i k.. seepage:Pit vu #3 tone Hovti`many: ... ;Size:.: ... . Alternative:S.ysfem. Bed or other type. I Holding Tank System Total:req ired capacity? tank ze. .. , # of tanks. Septk Application ReviSe'd December"' -..1.. ........ ... _... GC)N 1�G : FORMATI:t h1 .PL:EASE PRINT LEGIBLY OR TYPE, PLEASE:IN.CLUL7E AN EMAIL .......... ........., . .. • ARRlicant. Names) . rct(n rvI�PS Mailing Address;.C/ .1.:Z;. C V�f�G1 f ar lA-e eVl U Cell'Phone:: ,: I U_� Land Liner ) EmaiiIJ CCW • .. R rima. . .t>�v er s .:Name{sj: :. :.:... . I Ol2Z�. Malling.Address�: .5/Z: Cell:Phoiie Land'Line: _{ Emah; 0..Check if .all::work.will#be.performed by property owner ©nl ...::: :: ..:. • :Contractor.-.. Contact.:Na:me{sj; Contractor Trade; lyiaili.ngAddress;:C 5 Z.. Cell Phone;_ } Land'Line: Email; . . orkers. Co:mp docu e ration mast be::submitted::With:this application En ineer: s . ............. Name. MaiiirigAddres , C/S/Z:: . .. .... ..... Cefl:Phane:_�. } _ j Land.Line: {:: Email:: Cnritact Pe*Njh:for Carripliance n regards..tfl:: is project: Cell Rhone; 1 ... .... . . . Land line: ...f.. I Emarl;: NOTES- and a3soiated::electrical work must be inspected:by.a Town:approved:el:ectrica( inspection agency; 2.We will na Iang+er allow systems fia be.cavered.untii such:time as an.as�built:plan is received:and:approved.The installed.system._must match_the.septic:layout.on:°f iie.-na exceptions.3.As built drawings must'be subrtiitfied priir to the inspection, if there has:been:a change tote submitted plans.4.if ::far.any reason `the building:permit application.is withdrawn,.30p�of:ti e`fee is retaine l;b the ToWri of Queen bl ry:.:After 1 year`from the initial'application date, :10.0°fo of.he fee is retained. DeClaration::Any p.ermit:.or approval__granted:which as based:upon or is gantedIn-relianceupoo.any`material . represeritatiiin br:failure to;inake'a:material face or:circumstance known by or an:behaif of an applicant,shall be void*°i::kiave.read the regulations and:agree to abide by�these inid.ail;re uieements of:tl e*:T—b vn of0 eensliury q Sanitary SewageDisposal Ordinance-. :. PRIN7::NAME: :...:. �{ G-� 1` .. . »srGivATls i : —.� P DATE '-i1�5 �aepti ;AppliCa4itin Revised.December2020 � �'�'"" TOWN OF O_UEENSBURY �IF 742 Bay Road, Queen bury, NY. 12804-5902 Septic System Checklist Plan to scale Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) R All wells on property and adjacent properties shown AAA V./K-14-5 AWater line shown Municipal or well 10'separation to any part of system 'IA'?Setback to property lines show 10'or more for any part of system Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline )4- Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank �/ for 0',Separation required (field verification required) +6 Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each Leech Field 20'from foundation 100'from any well 10'from water line /*Seepage pit 150'from well 50'from septic tank N' Seepage Pits 3-times diameter apart *1 Septic tank and pump stations over 30 gallons 50'from watercourse or wetland MA" distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George 14 Leech field 100'from watercourse or wetland /(IIA Toe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation Provide Engineer/Architect stamp for bed or design systems d-Department of Health Approval for all mobile home park new systems Flood Plain requirements KID 2' above established flood elevation to bottom of system NDAll tanks anchored or 2' above flood elevation GENERAL NOTES INFILTRATOR WATER TECHNOLOGIES QUICK4 EQUALIZER 36 CHAMBER TYPICAL TRENCH DETAIL SECTION VIEW INOT TO SCALE) NATIVE SACKFILL 12- 12" ! 2.' 4"e' 0E TRENCH) INFILTRATOR WATER TECHNOLOGIES QUICK4 EQUALIZER 36 CHAMBER PRODUCT P CIFI A'rIONS INOT ro SCALE". TOR VIEW 000 0 0 0 QUICK4 EQUALIZER 36 MULTii'C1RT END CAS' O" INVERT SIDE VIEW (EFFECTIVE LENGTH) END VIEW l I ' ----- Gi.ITIET 14"l , 11 11 INLET t" —` *EFFECTIVE LENGTH WHEN CONNECTED* 300' f TO NEAREST WETLANDS 1 II DECK 1 1 1 1 � 1 1 -- 1 20' MVN AT0RS 10 1 1 1 1 1 1 1 INSTALL NEW D-BOX 6 _7� 3„ MI SLOPE 1 /4" PER FOOT SEPTIC TANK BY FORT MILLER OR EQUAL X 0 Q �O- DNo BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM 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 RECOMMEND ALL ACCESS APPROXIMATE & CLEANOUT OPENINGS SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT FINISH GRADE BE RAISED TO 6" BELOW TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER FINISH GRADE. 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 CO 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 TO D BOX POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE LIQUID LEVEL GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. MIN. SLOPE 1/8" PER FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE FOOT SWALES AND DITCHES. -INLET & OUTLET BAFFLES TEST PIT INFORMATION MINIMUM 2x WIDTH MAXIMUM 4x WIDTH PROVIDE 3" SAND OR ----0o 000�oo0 PEA GRAVEL UNDER TANK SEPTIC TANK DETAIL 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. INSTALL NEW 1,250 GAL PLASTIC SEPTIC TANK PLOT PLAN 1" = 20'-0" M TEST PIT INFORMATION TAKEN - 6 APRIL 2021 BY MACKENZIE PELTON EIT - RUCINSKI HALL ARCHITECTURE TP —1 0-8" TOPSOIL WITH LIGHT ROOTS 8-24" MEDIUM RED SAND 24-52" FINE LIGHT BROWN SAND LIGHT ROOTS ENCOUNTERED TO 10" NO MOTTLING ENCOUNTERED NO GROUNDWATER ENCOUNTERED PERCOLATION TEST INFORMATION TEST PIT INFORMATION TAKEN - 6 APRIL 2021 BY MACKENZIE PELTON, EIT- RUCINSKI HALL ARCHITECTURE PT-1 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. 1st TEST 1'-01" 3rd TEST V-15" 2nd TEST 1'-13" 4th TEST V-18" SEPTIC SYSTEM DESIGN DESIGN FLOW - EXISTING 4 BEDROOM HOUSE WITH WATER SAVING FIXTURES AT 110 gpd PER BEDROOM = 440 gpd SEPTIC TANK - 1,250 gal TANK REQUIRED- INSTALL NEW PLASTIC TANK NO GARBAGE DISPOSAL OR OVERSIZED TUB ABSORPTION FIELD - 1 TO 5 MIN. PERC. RATE - APPLICATION RATE 1.2 gal/day/sq. ft. - 440 gpd DIVIDED BY 1.2 gal/day/sq. ft. = 367 sq. ft. OF TRENCH REQ'D. AT 2' WIDTH PER LATERAL. USE 25% REDUCTION WITH QUICK4 EQUALIZER 36 INFILTRATOR CHAMBERS BASED ON LIMITED ACCESS TO YARD 367 TIMES .75= 275 SQUARE FEET REQUIRED- 24" WIDE TRENCHES. USE 4 LATERALS OF 9 CHAMBERS EACH FOR AN EFFECTIVE LENGTH EQUAL TO 36' EACH LATERAL 4 LATERALS AT 36' AND 24" WIDE= 288 SF PROVIDED APPROX. MUNICIPAL WATER LINE CONNECTION -10' MIN. TO ALL SEWAGE DISPOSAL COMPONENTS CONCRETE OR STONE MARKER ABOVE ALL N SHE BURIED COVERS GRADED RECOMMENDED. INLET BAFFLE 12" MIN. 1OVER­OVER ALL STRUCTURES #i DISTRIBUTION BOX BY FORT MILLER OR EQUAL FROM SEPTIC 4" PVC TANK N °��°R �-ALL OUTLET INVERTS °° `�- °O° TO BE SET AT PEA EXACTLY THE SAME GRAVEL ELEVATION. (USE OF SPEED LEVELERS REQUIRED) DISTRIBUTION BOX N.T.S. REMOVE EXISTING SEWAGE DISPOSAL COMPONENTS AS NECESSARY TO INSTALL NEW SEWAGE DISPOSAL TILE FIELD INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM WARREN COUNTY TAX MAP AND NOT FROM ACTUAL TOPOGRAPHIC SURVEY INFORMATION LEGEND - - - - PROPERTY LINE - - - - - - - - - - - - - - - 10'-0" PROPERTY LINE SETBACKS _E E E — UNDERGROUND ELECTRIC SERVICE — SS SS SS — SANITARY SEWER —W w w — WATER SERVICE E/P EDGE OF PAVEMENT S- WAGE DISPOSAL SYSTEM NOTES THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING CONSTRJCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE TOWN BJILDING INSPECTOR. DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS SHALL COMPLY WITH THE LATEST EDITIONS) OF THE NEW YORK STATE DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL HOUSEHOLD SYSTEMS APPENDIX 75-A. SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED GRAVEL. SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. - INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE - OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE 3" AIR SPACE ABOVE "T" TO TOP OF TANK NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A CLASSIFIED BODY OF WATER. HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM SLOPE 1 /4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1 /16" PER FOOT, CAP ALL ENDS. THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO 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 THE SEPTIC TANK. THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR 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 KINGSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE EXPANSION OR REPLACEMENT. DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY "T". 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 TO THREE YEARS. WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR DISINFECTED AFTER BEING PUMPED OUT. SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS OR CLEANERS INTO SINKS OR TOILETS. WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN. NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM THE AESORPTION FIELD. TOWN OF QUEENSBURY BUILDING & COD S EF V01 F r, Reviewed By:� i li Date: APR 19 2,", 1 Li TOWN OF TO�NN O OUEENISFURY 4*BULDING QUEENSBU t3TMEN 1:JILD;I�IC CODES Based on ourl limited a amity ton complianceT with our comments shall not be construed as fudiccomplance witathesBulding� Codes of New York State. TOWN OF QUEENSBURY- CHANGE TO SCHEDULING NSPECTIONS- EFFECTIVE 2019 YOU MUST PROVIDE AN AS -BUILT DRAWING, IF THE INSTALLATION HAS CHANGED FROM THE SUBMITTED PLANS, PRIOR TO AN INSPECTION. YOU MAY HAND THE INSPECTOR THE AS -BUILT ON -SITE BUT IT IS PREFERRED TO BE RECEIVED PRIOR TO THE INSPECTION DATE IF AN ENGINEER IS INVOLVED, THEIR REPORT AND AS -BUILT MUST BE RECEIVED PRIOR TO SCHEDULING AN INSPECTION WITH THE TDWN OF QUENSBURY. IF THE CODE ENFORCEMENT OFFICER ARRIVES AND NOTES THE SYSTEM IS INSTALLED DIFFERENTLY THAN THE SUBMITTED PLAYS, THE INSPECTION WILL BE FAILED AND YOU WILL BE INSTRUCTED TO SUBMIT AN AS -BUILT DRAWING PRIOR TO RESCHEDULING THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS No.1 DESCRIPTION I DATE REVISIONS o O a 3 �, L zj LW-- Q U Z W �- 0 z I— Ld W Cn 2 Z Ld 0 C)¢ U J W K Q 2 o h Qm oo F= O Y E W U - Uj O Qco U o a .0 Q N N OWX — N p 00 + O Fz ¢ W �> d 2, V) »Z ZV > s a � e¢ n _Wz Ln LA V) U W U _0 XLL -a C 0¢ o � - v o 0 C o -C r� x •o v E rK W r C > L L_ W 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. O 00 N N � . - � ct .� ct n a ict 4-j U O � � 03 ct � O w � CAD FILE NAME ACAD\IBS\PIAZZA\C-1 SCALE AS NOTED DRAWN BY DRAWING TITLE SITE PLAN AND SEPTIC DESIGN NOTES DRAWING No. C — 1 RUCINSKI HALL ARCHITECTURE �Y�.4, Ronald Richard Rucinski J Ethan Peter Hall > ct GC 134 Dix Avenue �J�(� Glens Falls NY 12801 p Voice 518 741 0268 Fax 518 741 0274 Email ephall@nycap.rr.com 16 Dixon Court 23 April 2021 John O'Brien—Town of Queensbury Building Department 742 Bay Road Queensbury NY 12804 Re: Installation of Replacement Sewage Disposal System At the above referenced project location this office observed the installation of the new septic tank and infiltrator distribution laterals prior to backfill. The attached drawing reflects the leach field placement as turned 90 degrees. These installations are acceptable to this office. If there are any questions please contact our office to discuss. Regar , 4 Ap s=(40r, --.c)• — 0 2.A.5.....2_,24 Ethan Peter Hall Architect / e re 11 --e APR 2 j TO ----.L�niG 8,c,..'SB1JRy 1 NATIVE BACKFILL 12' TOP VIEW INFILTRATOR WATER TECHNOLOGIES QUICK4 EQUALIZER 36 CHAMBER TYPICAL TRENCH DETAIL SECTION VIEW INOT TO SCALE) t 12" C T 124' WIDE TRENCHI 4' MIN. 22' INFILTRATOR WATER TECHNOLOGIES QUICK4 EQUALIZER 36 CHAMIBER PRODUCT SPECIFICATIONS iNOT TO SCALE END VIEW QUICK4 EQUALIZER 36 MULTIPORT END CAP in ' 11 s- 4UTlE T '14' INLET -- 6' INVERT - 12" 22' 'EFFECTIVE LENGTH WHEN CONNECTED' MIN. SLOPE 1 /4" PER FOOT SEPTIC TANK BY FORT MILLER OR EQUAL APPROXIMATE FINISH GRADE io LIQUID LEVEL _ -INLET & OUTLET X ( BAFFLES CL x pQ_ �K) CD o C1 J MINIMUM 2x WIDTH MAXIMUM 4x WIDTH RECOMMEND ALL ACCESS & CLEANOUT OPENINGS BE RAISED TO 6' BELOW FINISH GRADE. 0 00 PROVIDE 3" SAND OR Ooo(°000 PEA GRAVEL UNDER TANK SEPTIC TANK DETAIL TO D BOX MIN. SLOPE 1/8" PER FOOT 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM 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 SWALES AND DITCHES. TEST PIT INFORMATION TEST PIT INFORMATION TAKEN - 6 APRIL 2021 BY MACKENZIE PELTON EIT - RUCINSKI HALL ARCHITECTURE 0-8" TOPSOIL WITH LIGHT ROOTS 8-24" MEDIUM RED SAND 24-52" FINE LIGHT BROWN SAND LIGHT ROOTS ENCOUNTERED TO 10" NO MOTTLING ENCOUNTERED NO GROUNDWATER ENCOUNTERED PERCOLATION TEST INFORMATION TEST PIT INFORMATION TAKEN - 6 APRIL 2021 BY MACKENZIE PELTON, EIT- RUCINSKI HALL ARCHITECTURE PT-1 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. 1st TEST 1'-01" 3rd TEST 1'-15" 2nd TEST 1'-13" 4th TEST 1'-18" SEPTIC SYSTEM DESIGN DESIGN FLOW - EXISTING 4 BEDROOM HOUSE WITH WATER SAVING FIXTURES AT 110 gpd PER BEDROOM = 440 gpd SEPTIC TANK - 1,250 gal TANK REQUIRED- INSTALL NEW PLASTIC TANK NO GARBAGE DISPOSAL OR OVERSIZED TUB ABSORPTION FIELD - 1 TO 5 MIN. PERC. RATE - APPLICATION RATE 1.2 gal/day/sq. ft. - 440 gpd DIVIDED BY 1.2 gal/day/sq. ft. _ 367 sq. ft. OF TRENCH REQ'D. AT 2' WIDTH PER LATERAL. USE 25% REDUCTION WITH QUICK4 EQUALIZER 36 INFILTRATOR CHAMBERS BASED ON LIMITED ACCESS TO YARD 367 TIMES .75= 275 SQUARE FEET REQUIRED- 24" WIDE TRENCHES. USE 4 LATERALS OF 9 CHAMBERS EACH FOR AN EFFECTIVE LENGTH EQUAL TO 36' EACH LATERAL 4 LATERALS AT 36' AND 24" WIDE= 288 SF PROVIDED APPROX. MUNICIPAL WATER LINE CONNECTION -10' MIN. TO ALL SEWAGE DISPOSAL COMPONENTS CONCRETE OR STONE MARKER ABOVE ALL BURIED COVERS �WWD RECOMMENDED. INLET BAFFLE 12" MIN. COVER OVER ALL STRUCTURES #1 DISTRIBUTION BOX BY FORT MILLER OR EQUAL FROM SEPTIC 4" PVC TANK ZL0 4 4 REMOVE EXISTING SEWAGE DISPOSAL COMPONENTS AS NECESSARY TO INSTALL NEW SEWAGE DISPOSAL TILE FIELD °°°° °° °q —ALL OUTLET INVERTS ° C0000 TO BE SET AT PEA— EXACTLY THE SAME GRAVEL ELEVATION. (USE OF SPEED LEVELERS REQUIRED) GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM WARREN COUNTY TAX MAP AND NOT FROM ACTUAL TOPOGRAPHIC SURVEY INFORMATION LEGEND — - - - - - - — PROPERTY LINE ---------------------- 10'-0" PROPERTY LINE SETBACKS - E E - E - E UNDERGROUND ELECTRIC SERVICE — ss — ss — ss — ss SANITARY SEWER — w — w — w — w WATER SERVICE E/P EDGE OF PAVEMENT SEWAGE DISPOSAL SYSTEM NOTES THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE TOWN BUILDING INSPECTOR. DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS SHALL COMPLY WITH THE LATEST EDITIONS) OF THE NEW YORK STATE DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL HOUSEHOLD SYSTEMS APPENDIX 75-A. SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED GRAVEL. SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. - INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE 3" AIR SPACE ABOVE "T" TO TOP OF TANK NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A CLASSIFIED BODY OF WATER. HOUSE TO SEPTIC TANK: 4" 0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM SLOPE 1 /4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4" 0 PVC SDR 26 WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1 /16" PER FOOT, CAP ALL ENDS. THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO 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 THE SEPTIC TANK. THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR 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 KINGSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE EXPANSION OR REPLACEMENT. DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW RESTPICTORS. OBSERVE WATER CONSERVATION PRACTICES. SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY "T". 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 TO THREE YEARS. WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR DISINFECTED AFTER BEING PUMPED OUT. SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS OR CLEANERS INTO SINKS OR TOILETS. WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC SEWEPS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN. NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM THE ABSORPTION FIELD. D AK 24 w5 - o7AF5 td ®F OUEENSBURY IL%IN® & CODES AS BUILT TOWN OF QUEENSBURY- CHANGE TO SCHEDULING INSPECTIONS- EFFECTIVE 2019 YOU MUST PROVIDE AN AS -BUILT DRAWING, IF THE INSTALLATION HAS CHANGED FROM THE SUBMITTED PLANS, PRIOR TO AN INSPECTION. YOU MAY HAND THE INSPECTOR THE AS -BUILT ON -SITE BUT IT IS PREFERRED TO BE RECEIVED PRIOR TO THE INSPEC1ON DATE IF AN ENGINEER IS INVOLVED, THEIR REPORT ANC AS -BUILT MUST BE RECEIVED PRIOR TO SCHEDULING AN INSPECTION WITH THE TOWN OF QUENSBURY. IF THE CODE ENFORCEMENT OFFICER ARRIVES AND NOTES THE SYSTEM IS INSTALLED DIFFERENTLY THAN THE SUBMITTED (PLANS, THE INSPECTION WILL BE FAILED AND YOU WILL BE INSTRUCTED TO SUBM17 AN AS -BUILT DRAWING PRIOR TO RESCHEDULING THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS 0 AS -BUILT 23 APR 2021 No. DESCRIPTION DATE REVISIONS w N }¢ OU �3r U } W z W za~ i— of }wo z U_ 0 UQ J U) [)fQ o F- O Q 0 <z Qoz J _. o J Y o w O (y O <C `� 0 v 00 't 0o w of :3 00 04 co�Q N N a zz0 O� 0:�_ O 00 u, �=o'w w �} d�h{dj o�zr V J _ »z U a i 0� 00 , Q 0 Q tea' _ _ Lf�Ln 03 z � L U J (� Xlp �¢Q - a _ O � xL,wL > 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. ciz; O 00 � O N ct I. '.^I c �, r :z cn � � ct H tb C', d N c U .r.4 O � � U fV CAD FILE NAME ACAD\IBS\PIAZZA\C-1 SCALE AS NOTED DRAWN BY DRAWING TITLE SITE PLAN AND SEPTIC DESIGN N OTES DRAWING No. C-1 m V Q N V) Q 0 m Ln N E— a1 d 0 d' N 6i r N 0 N m (I'd ai 0 V 0 c� N N d Co V i 0 V c 0 x V sz a) Ln N N 2 i� i V) m v 0_ Q) V) iu m m