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SEP-0702-2022 SEPTIC DISPOSAL PERMIT Office Use Only • APPLICATION Permit#: ® R-Q2— 222_ Town ofQwensbury Permit Fee:$ e:YD- Invoice#: 742 Bay Road,Queensbury,NY 12804 P- P:518-761-8256 www.queensbury.net Septic Varianc:. NO Flood Zone? • Wetlands? vi e . r' Project Location: q 444/ Pine. 57 481' Tax Map #: 3 0 3 . 2-0 - 1-90 NOV 2 2 2022 TOWN OF QUEENSBURY RESIDENCE INFORMATION: BUILDING&CODES Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No ^ 1980 or older 150 3 1(O 3 3 O Installed? (choose one) n 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 Installed? (choose one) El r✓ PARCEL INFORMATION: Topography .. lat Rolling ❑ Steep Slope % Slope Soil Nature [' Sand ❑ Loam ❑ Clay [ Other, explain: /0 4„1 Pr w rq(-0 o f (Ay Groundwater At what depth? Bedrock/Impervious material At what depth? Domestic Water Supply 121Glunicipal Li Well ❑Lake (if well or lake, water supply from any septic system absorption is ft.) Percolation Test Rate: per minute per inch (test to be completed by a licensed engineer/architect) 1 Z -h,k 1044 1-114., 1 ,� PROPOSED SYSTEM INFORMATION: Tank size /00 o gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field w/#2 stone Total length ft.; Each Trench ft. Seepage Pit w/#3 stone How many: ; Size: Alternative System Bed or other type: 13-e cL - Pfe"6Vie ft Holding Tank System Total required capacity? ; tank size ; # of tanks Septic Application Revised July 2022 r CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): 1 f35 Cep it.c f"®r'c.;h Mailing Address, C/S/Z: 2 LOIMe✓WGrre' 5# C it 'Y Cell Phone: Stei-7 (16,-occ f 6 Land Line: 5/1-7q$-g/'T t Email: .e111:11ey oJi bSSPr1tdc ,to,M • Primary Owner(s): Name(s): KAI tot eqp,rry�f Mailing Address, C/S/Z: 9 mew- /J',,e Sf chf Cell Phone: Land Line: Email: Check if all work will be performed by property owner only • Contractor: Contact Name(s): Jg5 5kpLc ,1 8r44.1 Contractor Trade: <pp4.c Mailing Address, C/S/Z: Z '/o w•� t.- vire S I a'1 - Cell Phone: its- 7 4-0 Cf'd Land Line: ct c6-798--$/9 Email: **Workers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): Qvc4 f4i4- /4 tr Mailing Address, C/S/Z: 174 &FA, Cell Phone: Land Line: 5-/g 7V/— 07-6$ Email: Contact Person for Compliance in regards to this project: EALc Cell Phone: 71 ek 711(0-0 f, Land Line: $i - 79" -4!q y Email: SLt 9(e yeD i b 5 eri.e. re...- 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:SIGNATURE: LstC 4f--/--)V7Ige7/ lil �� y DATE: /1 ?l/707z Septic Application Revised July 2022 w�o/ro TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 i Septic System Checklist )(Plan to scale '‘i 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) ‘C All wells on property and adjacent properties shown 0ve.. y t-R4:.;--- Water line shown Municipal or well 10'separation to any part of system •Lb bk...E.��� \ 0 b\c '.. �c- ‘4( F A7--�E- 't \fil t\'t'VE IT 'Setback to property lines show 10'or more for any part of system c713,�y7 \)-3 N-c- R--- Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline 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) / Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each 1 Leech Field 20'from foundation 100'from any well 10'from water line tJ(\Seepage pit 150'from well 50'from septic tank 1PSeepage Pits 3-times diameter apart '/Septic tank and pump stations over 30 gallons 50'from watercourse or wetland ‘Cldistance from bottom of trench or syst-- 4 edrock or mottling 36"within 1000' of Lake George Leech field 100'from watercourse or wetland \(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 .4( 1I• Department of Health Approval for all mobile home park new systems Flood Plain requirements N 2' above established flood elevation to bottom of system 0 All tanks anchored or 2' above flood elevation / RUCINSKI HALL ARCHITECTURE ��`'�, Ronald Richard Rucinski �J.- / Ethan Peter Hall G`c"g4 L 134 Dix Avenue �J�(i� Glens Falls NY 12801 P- Voice 518 741 0268 Fax 518 741 0274 Email ephall@nycap.rr.com Bancroft Residence- 9 New Pine Road 19 April 2024 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 effluent pump chamber, pump line and field on 4 January 2023.Please see the attached drawing for reference. This installation is acceptable to this office. If there are any questions please contact our office to discuss. .,,,;_ Regard- = r'. ' ,° `„' ' Liz, ,;., c, 41, Ethan Peter Hall R ' �r=?', "a Y' Architect t i,' ,��, t3�� -- Ft N ,,..// I- gyp,[ : vi Ei i-7- APR 1 s V 4LJ 7 TOWN F QU1;`��J�RUP AS BUILT - or -oz ' 20ZZ 1 2"0 VENT ABOVE FIN. GRADE WITH BIRD SCREEN FROM SEPTIC --- — TANK RESERVE CAPACITY AFTER ALARM SOUNDS EQUAL TO ONE DAYS CAPACITY (DUPLEX PUMPS WITH INDIVIDUAL ALARMS MAY BE USED IN LIEU OF A SINGLE PUMP AND ONE DAYS CAPACITY) APPROXIMATE FINISH GRADE HIGH WATER — ALARM SWITCH START LEVEL, LEVEL CONTROL — SWITCH SHUT—OFF LEVEL MANHOLE COVER (LOCKABLE) AT GRADE O Oo PROVIDE 3" SAND OR —�0o oecP0 PEA GRAVEL UNDER TANK EFFLUENT TANK DETAIL N.T.S. PUMP STATION NOTES HANGER PIPE FOR PUMP REMOVAL TO D-BOX \-- 2"O TO DIST. BOX QUICK DISCONNECT SLIDING COUPLER 1. PUMP TO BE EFFLUENT PUMP GOULDS MODEL GL3885-WE15HH OR EQUAL TOTAL HEAD TO BE DETERMINED 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE CONCRETE OR STONE MARKER ABOVE ALL BURIED COVERS D RECOMMENDED. INLET BAFFLE 12" MIN. COVER OVER ALL STRUCTURES 7- L #1 DISTRIBUTION BOX BY FORT MILLER OR EQUAL FROM EFFLUENT-- 2" PVC n PUMP CHAMBER 0 0 O SLOPE TO SHED STORM WATER 15' WIDTH STONE ABSORPTION BED TAPER UPHILL SIDE -- 6" MIN INTO EXISTING SLOPE TOPSOIL O O 2'-6" N ° o°° �� 00 °o°° BALL OUTLET INVERTS oo � TO BE SET AT PEA EXACTLY THE SAME GRAVEL ELEVATION. (USE OF SPEED LEVELERS REQUIRED) DISTRIBUTION BOX N.T.S. IMPORTED 8-10 MINUTE SAND FILL FOR TAPERS AND (6-10") TO CREATE LEVEL AREA PRIOR TO INSTALLATION OF 12" STONE BED SCRAPE NATIVE TOPSOIL (f2") REPLACE WITH 8-10 MINUTE SAND FILL 24" MINIMUM TO 5' O.C. 'EXISTING GRADE LESS THAN 12% f IMPERVIOUS LAYER ABSORPTION AGGREGATE BOTTOM (CLAY ENCOUNTERED AT --y 20" BELOW GRADE) PROPOSED FINISH GRADE. PROVIDE SWALE AS INDICATED BEDROCK LAYER (NOT ENCOUNTERED) TO INSURE STORM WATER IS DIVERTED AWAY FROM TILE FIELD BED CROSS SECTION NO SCALE s I i i IEXIST. GARAGE i i I15'-0" i 11'-0" EXIST. 10 1 p' M N. EXIST. 3 BR 3 3 I 3 3 I 3 EXISTING 1,000 GALLON SEPTIC TANK TO REMAIN -INSTALL NEW OUTLET "T" I BAFFLE AS NECESSARY 3 INSTALL NEW 4' BY 4' PUMP CHAMBER i APPROX. LOCATION OF EXISTING I DRYWELL TO BE ABANDONED IF 'd NECESSARY OR FILLED IN WITH a SAND MATERIAL e� MUNICIPAL WATER LINE AS PORCH RESIDENCE 4 , 3 MARKED AND CURB VALVE ®W —10' MIN. TO NEW PUMP o i ii tr 2p, MIN. w Z v CHAMBER i Q PORCH � ; ------ GAS GAS GAS S - GAS --- GA --- GAS ---' ' LARGER TAPER ON DOWNHILL SIDE (APPROX 6' TO 10' FOR 3:1 SLOPE) TAPER SIDES AND UPHILL INTO ORIGINAL GRADE (3:1 TAPER MAX SLOPE) 10' MIN. TO PROPERTY LINES PLOT PLAN 1 "=20'—O" APPROX. FENCE LINE 3 -ADD SLEEV -FOR FORCE MAIN CROSSING 3 I 3 3 I 3 Y:\Ivan Bell Septic (IBS)\Bancroft, Kayla- Septic\C-1.0 Bancroft.dwg, 11/18/2022 3:58:28 PM, KIP t170K GRADING NOTES 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 — 17 OCT. 2022 BY MACKENZIE PELTON, EIT — RUCINSKI HALL ARCHITECTURE 0-2" LIGHT TOPSOIL AND ORGANICS 2-20" MEDIUM BROWN LOAMY SAND W/ TRACE CLAY CONTENT 20-62" MEDIUM BROWN HARD CLAY (WET TOWARDS BOTTOM) NO SEEPING OR STANDING WATER NO MOTTLING LINE PRESENT COBBLES AND MOISTURE PRESENT AT BOTTOM 12" TOPSOIL TO BE SCRAPED AND 8 TO 10 MINUTE FILL ADDED— SEE DETAILS PERCOLATION TEST INFORMATION TEST PIT INFORMATION TAKEN - BY MACKENZIE PELTON, EIT - RUCINSKI HALL ARCHITECTURE PT-1 PT-2 2 PRE SOAKS DROPPED 12 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. INCHES LESS THAN 10 MIN. 1st TEST 1'-36" 1st TEST 1'-36" 2nd TEST 1'-53" 2nd TEST 1'-53" 3rd TEST 2'-22" 3rd TEST 2'-22" 4th TEST 2'-45" 4th TEST 2'-45" 5th TEST 2'-50" 5th TEST 2'-50" 6th TEST 3'-02" 6th TEST 3'-02" BED DESIGN DESIGN FLOW- EXIST. 3 BEDROOM HOUSE WITH STANDARD FIXTURES AT 110 GPD= 330 GPD 8 TO 10 MINUTE SOIL ON SITE 330 GPD DIVIDED BY 0.70 GPD/SF= 471 TOTAL ABSORPTION REQUIRED NEW DESIGN LAYOUT ALLOWS FOR 544 SF OF TOTAL BED 4" SOLID MANIFOLD WITH 4" PERFORATED PVC LATERALS AT 5'-0" O.C. SET LEVEL WITH CAPPED ENDS ENTIRE AREA OF GRAVITY BED (16' BY 32') TO HAVE 6" WASHED CRUSHED STONE 3/4" TO 1-1/2" SIZE BELOW PIPING WITH A MINIMUM OF 2" AND MAX OF 6" WASHED CRUSHED STONE ABOVE THE PIPE LATERALS. ENTIRE BED AREA TO BE COVERED WITH PERMEABLE GEOTEXTILE OR UNTREATED BUILDING PAPER PRIOR TO PLACEMENT OF TOPSOIL. TOPSOIL LATER TO BE 6" TO 12" IN DEPTH. I in PROVIDE FILTER FABRIC t° ABOVE STONE BED iv io :,IMPCRTED TOPSOIL MATERIAL co C UO �O C UOvGOu�GvU�' �'vObuO0Cy0 _) _ 0 0- , G° r,STONEJoO00�000000000000 ��a o0� °O °O °O n°On�O� °O ° N PERFORATED PVC PIPE ��oa�oa0oa�� 0o�0o°O�oOb°�oa0Ooa�o°Oo�°0o�°Doa�o STa� ifl77 ONE „_. TYPICAL BED SECTION N.T.S. 2'-6" LOOP ENDS WITH SOLID 4" PIPE 35'-0" 2'-6" 30'-0" -------------------------- WASHED CRUSHED V�\ 2"0 SOLID PIPE PUMP TO D—BOX AND 4" MANIFOLD TOTAL BED SIZE 4 PERFORATED PIPE 35 BY 15 WITH CAPPED ENDS (TYP.) 525 SF 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 QUEENSBURY 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 RESTFICTORS. OBSERVE WATER CONSEi"RVA•ION 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 ABSORPTION FIELD _ FILEOOPY CCU FD II 1! TOWN OF QUE S R L NOV 2 2 2022 BUILDING & TOWN OF QUEENS Reviewed B G ,,_ BUILDING & COc Date: 303.20-1-90 SEP-0702-2022 Bancroft, Kayla 9 New Pine St Residential Septic Alteration 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 INSPECTION DATE IF AN ENGINEER IS INVOLVED, THEIR REPORT AND 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 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 0 ISSUED 18 NOV 2022 No. DESCRIPTION DATE REVISIONS W/N �/ a O U } z z�Q U W Q �oW [if W� a_ Z o >_ z U � U aJV) N LL 0 a o�~ Q� U U ¢moo J J E Ld U H � Ch Q o oa UO 00 00' L O w () N Co I, d N N p Z = O O~ _ Y 7_ O O O U g H w Qmod'© � O Z >- zo v+ co 00 00 a < - � Ino N U -0 X t< � C _ U 0 O O x 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. romm CAD FILE NAME ACAD\IBS\BANCR0FT\C-1 SCALE AS NOTED DRAWN BY DRAWING TITLE SITE PLAN AND SEPTIC DESIGN NOTES DRAWING No. C-1 2"0 VENT ABOVE FIN. GRADE WITH BIRD SCREEN FROM SEPTIC TANK RESERVE CAPACITY AFTER ALARM SOUNDS EQUAL TO ONE DAYS CAPACITY (DUPLEX PUMPS WITH INDIVIDUAL ALARMS MAY BE USED IN LIEU OF A SINGLE PUMP AND ONE DAYS CAPACITY) APPROXIMATE FINISH GRADE HIGH WATER — ALARM SWITCH START LEVEL_,7 LEVEL CONTROL - SWITCH SHUT-OFF LEVEL MANHOLE COVER (LOCKABLE) AT GRADE 0OU0 00 00 PROVIDE 3" SAND OR Vo PEA GRAVEL UNDER TANK EFFLUENT TANK DETAIL N.T.S. 15,-0" PUMP STATION NOTES HANGER PIPE FOR PUMP REMOVAL TO D-BOX \-2"O TO DIST. BOX QUICK DISCONNECT SLIDING COUPLER 1. PUMP TO BE EFFLUENT PUMP GOULDS MODEL GL3885-WE15HH OR EQUAL TOTAL HEAD TO BE DETERMINED 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE CONCRETE OR STONE MARKER ABOVE ALL BURIED COVERS D RECOMMENDED. INLET BAFFLE 12" MIN. COVER OVER ALL STRUCTURES r" _#1 DISTRIBUTION BOX BY FORT MILLER OR EQUAL FROM EFFLUENT— 2" PVC 4 4 E PUMP CHAMBER =iE�z"r4 '--ALL OUTLET INVERTS 04 .0600000. TO BE SET AT PEA: ---I EXACTLY THE SAME GRAVEL ELEVATION. (USE OF SPEED LEVELERS UIRED) REQ DISTRIBUTION BOX N.T.S. SLOPE TO SHED STORM WATER 15' WIDTH STONE ABSORPTION BED IMPORTED 8-10 MINUTE SAND FILL FOR TAPERS AND (6-10") TO CREATE LEVEL AREA PRIOR TO INSTALLATION OF 12" STONE BED TAPER UPHILL SIDE 6" MIN INTO EXISTING SLOPE TOPSOIL SCRAPE NATIVE TOPSOIL (±2") 0 0 0 REPLACE WITH 8-10 MINUTE SAND FILL I I I ;ED 2 -6" 6 " MIN TOPSOIL SCR/ 0 REPL 6 24" MINIMUM TO 5' 0. C. '\--IXISTING GRADE LESS THAN 12% IMPERVIOUS LAYER —ABSORPTION AGGREGATE BOTTOM (CLAY ENCOUNTERED AT 20" BELOW GRADE) PROPOSED FINISH GRADE. PROVIDE SWALE AS INDICATED BEDROCK LAYER (NOT ENCOUNTERED) TO INSURE STORM WATER IS DIVERTED AWAY FROM TILE FIELD FEXISEXIS-T. GARAGE T. GARAGE 13ED CROSS SECTION NO SCALE f 94- 53 EXISTING 1,000 GALLON SEPTIC TANK TO REMAIN -INSTALL NEW OUTLET "T" BAFFLE AS NECESSARY > INSTALL NEW 4' BY 4' PUMP CHAMBER APPROX. LOCATION OF EXISTING DRYWELL TO BE ABANDONED IF NECESSARY OR FILLED IN WITH 43:�_ 101 MIN. > SAND MATERIAL MUNICIPAL WATER LINE AS EXIST. 3 BR 0' M fN 0. PORCH RESIDENCE MARKED AND CURB VALVE -10' MIN, TO NEW PUMP w 20, MIN. CHAMBER PORCH GAS' GAS GAS GAS GAS GAS LARGER TAPER ON DOWNHILL SIDE (APPROX 6' TO 10' FOR 3:1 SLOPE) TAPER SIDES AND UPHILL IN INTO ORIGINAL GRADE (3:1 TAPER MAX SLOPE) 10' MIN. TO PROPERTY LINES PLOT PLAN 1"=20'-O" APPROX. FENCE LINE -ADD SLEEVE FOR FORCE MAIN CROSSING > co 0 C-4 co 00 PROVIDE FILTER FABRIC BE ABOVE STONE D PSOIL MATERIA j PORTED TO, _L X, PERFORATED PVC PIPE TYPICAL BED SECTION N. T. S. GRADING NOTES 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 - 17 OCT. 2022 BY MACKENZIE PELTON, EIT - RUCINSKI HALL ARCHITECTURE 0-211 LIGHT TOPSOIL AND ORGANICS 2-20" MEDIUM BROWN LOAMY SAND W/ TRACE CLAY CONTENT 20-62" MEDIUM BROWN HARD CLAY (WET TOWARDS BOTTOM) NO SEEPING OR STANDING WATER NO MOTTLING LINE PRESENT COBBLES AND MOISTURE PRESENT AT BOTTOM 12" TOPSOIL TO BE SCRAPED AND 8 TO 10 MINUTE FILL ADDED- SEE DETAILS PERCOLATION TEST INFORMATION TEST PIT INFORMATION TAKEN - BY MACKENZIE PELTON, EIT - RUCINSKI HALL ARCHITECTURE PT-1 PT-2 2 PRE SOAKS DROPPED 12 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. INCHES LESS THAN 10 MIN. lst TEST ll-3601 lst TEST 1 s-36py 2nd TEST 1$-5311 2nd TEST 11-5,390 3rd TEST 2$-22'0 3rd TEST 2p-2211 4th TEST 21-45" 4th TEST 2'-459$ 5t h T "ES T 2f-50t$ 5 t h TEST 2'-50" 6th TEST S-020) 6th TEST S-0211 BED DESIGN DESIGN FLOW- EXIST. 3 BEDROOM HOUSE WITH STANDARD FIXTURES AT 110 GPD= 330 GPD 8 TO 10 MINUTE SOIL ON SITE 330 GPD DIVIDED BY 0.70 GPD/SF= 471 TOTAL ABSORPTION REQUIRED NEW DESIGN LAYOUT ALLOWS FOR 544 SF OF TOTAL BED 4" SOLID MANIFOLD WITH 4" PERFORATED PVC LATERALS AT 5'-0" O.C. SET LEVEL WITH CAPPED ENDS ENTIRE AREA OF GRAVITY BED (16' BY 32') TO HAVE 6" WASHED CRUSHED STONE 3/4" TO 1-1/2" SIZE BELOW PIPING WITH A MINIMUM OF 2- AND MAX OF 6" WASHED CRUSHED STONE ABOVE THE PIPE LATERALS. ENTIRE BED AREA TO BE COVERED WITH PERMEABLE GEOTEXTILE OR UNTREATED BUILDING PAPER PRIOR TO PLACEMENT OF TOPSOIL. TOPSOIL LATER TO BE 6" TO 1209 IN DEPTH. 2l-69s LOOP ENDS WITH SOLID 4" PIPE 351-Ops 2'-6" 3V-011 co -- ----------------- -------- VL 0 0 ------------------- - ------ 70 1-0 co _C_FU9_H_M ----- ------ STONIF 114 2"0 SOLID PIPE PUMP TO D-BOX AND 4" MANIFOLD TOTAL BED SIZE 4" PERFORATED PIPE 35' BY 15' 525 SF WITH CAPPED ENDS (TYP.) 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. TION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS DESIGN, CONSTRUC SHALL COMPLY WITH THE LATEST EDITION(S) 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 QUEENSBURY 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 ABSORP11ON FIELD. 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 INSPECTION DATE IF AN ENGINEER IS INVOLVED, THEIR REPORT AND 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 I ki &UILT 2- - 2,0 2,2-- THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS 1 AS BUILT 4 JAN 2023 0 ISSUED 18 NOV 2022 N o. DESCRIPTION DATE REVISIONS co LLJ a cl� @ _3t Z) �- >_ Lj U _j Lj z 0 Z 0!� lij 0 `� V) c� Li W bj :2 V) :D Z U w 0 z < __j V) cj� < y C) _� I— b- 0 u- 3: 0 z -� 2 z _j - 0 �u —1 E 0 LjJ bi < g� 0 10- 0 a- 3 00 uj ff- 00 (0 0 z = 0 0 0 0 u >1 I-- p__ < w I— 0 __j W 5; D Z <> (n 00 00 < < a- x J_ I— - < 0 0 Q) 0 r 0 "t x 6 6 E Li �2 > L, L�j I WORK IS TO BE AS SHOWN 8c NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. 0 l7t 00 >_� u ct $:I� CA . r_� CTS 'c cn u (u t-0 ct c� ct ui� �� sao v u ;_.� _46_4 u 4_4 ct u CIA 01 CAD FILE NAME ACAD\IBS\BANCROFT\C-1 SCALE AS NOTED DRAWN BY DRAWING TITLE SITE PLAN AND SEPTIC DESIGN NOTES DRAWING No. C-1 L