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SEP-000780-2016 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: SEP-000780-2016 Date Issued: Wednesday, December 20, 2017 This is to certify that work requested to be done as shown by Permit Number SEP-000780-2016 has been completed. Tax Map Number: 301.8-1-24 Location: 3 MANOR DR Owner: Maple Wood,LLC Applicant: IBS Septic This structure may be occupied as a: Septic Alteration Unit A and Unit 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, kt 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 QL Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: SEP-000780-2016 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-Residential $0.00 Owner Address: 6 Manor DR Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency IBS Septic 2 WARREN ST Glens Falls,NY 12801 Plans&Specifications Septic Alteration Building 3,Unit A and Unit B $40.00 PERMIT FEE PAID-TIES PERMIT EXPIRES: Friday,November 10,2017 (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 exnp:ration date.) Dated at the Town Queens [ / Thu y er 10,2016 SIGNED BY: (�„/Vjlf'/ for the Town of Queensbury. Director of Building&Code Enforcement 301.8-1-25 SEP 780-2016 IBS Septic Maple Wood Apts Bldg 3 Unit A and Unit B C � 6 Manor Drive Septic Alterations for 2 apartments ised 4/141=� OFFICE USE ONLY TAX MAP NO. �.O'/ d� ERMIT C PERMIT FEE NOV � ! 09 2010 ) APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMITS A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION 1S'SUBJEC* �UEFOR ISSUANCE OF//A-- VALID PERMIT. /I �Lo OWNER' M(4n l6 O, 3 INSTALLER: ` f p 9j ADDRESS: „, �,„ �,ADDRESS: � PHONE NOS. PHONE NOS. I' A I�Y LOCATION OF INSTALLATION: RESIDENCE INFORMATION: NO.OF COMPUTATION YEAR BUILT BEDROOMS X Gallons r bedroom = TOTAL DAILY FLOW GARBAGE GRIN 1960 or older X 150 = INSTALLED? 1981-1991 X 130 = - SPA OR HOT 1992-present X 110 = INSTALLED N I \ PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLUVSTEEPSL,PE_W %SLOPE✓ SOIL NATURE: SANDLOAM CLAY OTHER ✓ GROUNDWATER: ATWHATDEPiH? + ✓ BEDROCKIIMPERVIOUS MATERIAL• ATWHA DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL_ WELL—(if well:water supply from any septic system absorption is: It ✓ PERCOLATION TEST: RATE IS PER MINUTE PER INCH[mp7 (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 ficensed 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 each garbage grinder,spa or whirlpool tub. SYSTEM TYPE: /� ❑AB RPTION FIELD(WITH NO.2 STONE) Total length ft. Each trench X ❑ EPAOE PIT(S)(WITH NO.3 STONE) I How many?�•��.�y...���.�_ size? ALTERNATIVE SYSTEM Bed orothertype? ❑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 based upon or is granted in reliance upon any material misrepresentation or failure to make a material fad 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 these a d all r ' ments of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL Sanitary Se r isp a inane. codes(ftueensburv.nel !VISIT OUR WEBSITE FOR MORE INFORMATION Signat f Per#n Responsible Date www.aueensburv.net Town of Queensbury' Community Development Office742 Bay Road, Queensbury NY 12804 I is •i - ItlIIIS,.hIIIII,I I ll. IIY I I I I 11111lI111 Ill III Ima11,141:,l11111111I IIlll.0 l l V.1111111IIIIIIIJIM SEWAGE DISPOSAL SYSTEM NOTES' GRADING NOTES GENERAL NOTES INFORMATION SHOW! ON ..THIS DRAWING IS TAKEN FROM THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING 1 THE BEST-DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND-DURING A SURVEY DRAWING PREPARED BY VAN .DUSEN AND SIEVES CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE, FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEP11C TANK CONNECTION 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 AND/OR .SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED- DESIGN,DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR V SHALL COMPLY WITH THE LATEST EDITIONS) OF THE NEW YORK STATE SURROUNDING THE ABSORP11ON FILED BY OVERFLOWING SOLIDS NOT REMOVED BY ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL THE SEPTIC TANK. DEC PERMITTED SEPTAGE HAULER. SEPTIC .TANKS SHOULD NOT BE WASHED OR � - - - -. PROPERTY LINE HOUSEHOLD SYSTEMS APPENdIX 75-A DISINFECTED AFTER BEINf' .PUMPEd OUT. ABLY POSSIBLE TO PREVENT EROSION AND EVERY BARE-EARTH AREA SHALL BE 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- - PROPERLY LINE SETBACKS SEP11C TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES GRAVEL. MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND SEEDED AND MULCHED.BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER E E E UNDERGROUND ELECTRIC SERVICE HEALTH, TOWN OF QUEEN SBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. MAY CAUSE THE SLUDGE AND SCUM IN T'HE SEPTIC TANK TO BE DISCHARGED CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE, SEPTIC TANK TO HAVE SCH 40 PVC "T' AT INLET AND OUTLET. THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR INTO THE ABSORP11ON FIELD, RESULTING IN PREMATURE FAILURE. ss ss ss SANITARY SEWER - INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE FUTURE EXPANSION OR REPLACEMENT. - No.l DESCRIPTION DATE - OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT, w —W —W WATER SERVICE " " DWELLING IS TO HAVE WATER SAVING FIXTURE,, 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 TOP OF TANK 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/r EDGE,.OF PAVEMENT RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. J J611 161m II1IItl 116u r1IllJlls NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BEWHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING , IIIILIIIIIIu �LWII,le,l ul,uJ IJI CONNECTED TO THE SEWAGE SYSTEM. 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 411 IJ J11JI„IJ111111IIIIIIIIIII ,IIIII,III IIIIIIII,II1414, _ SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE INKS SHOULD BE 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) W o 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 CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. _ Q 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 w BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE - �- Ez T_ a HOUSE TO SEPTIC TANK. 4"0 PVC SCHEDULE 40 WITH TIGHT 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 GUIDELINES FOR QRQAH EROSION & SANT CONTROL. CONTRACTOR SHALL CONTACT NEW YORK STATE DIG SAFE FOR LOCA71ON (� z SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX. 4.0 PVC SDR 26 SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. THE ABSORPTION FIELD. OF ALL KNOW SITE UTILITIES PRIOR TO BEGINNING ANY EXCAVATION WORK o¢ z WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD. I ON THE PROJECT. LLI _ FINAL GRADING SHALL BE BONE TO ACCOMPLISH POSITIVE DRAINAGE 1 � w � - 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. AWAY FROM BUILDING AT 6" IN 10' MINIMUM SLOPE. L z v via N24°49`40"Ea _j N 10,00' a = S65°10'20"E LANDS N/F OF a o u- 74.56' NCR OF QUEENSBURY _ Q 3 Z z N24°49'40"E - °Q° `' " z o 879 j306 = J N o = w 18.47' REFER TO ENLARGED 125 � it FENCE AND ASPHALT ENCROACHMENT PLAN ON THIS PAGE 00 It 0_ - >- N S65°10'20"E c' P.0.8. - PARCEL 1 o Q lil 0 124.09 _ oo u Fro - - S65°09'27"E N :n n i r-r- S65°02'40"E S65°05'20"E - _ ! va ° i 379.50' ii _ -7 .2 Z >N 00001 > z 1 Q 170.07 111 IPF 1 � � v ¢- 0_ �, 2 7 ' I F 295. 11 ' __ _.�i I SHE[) � - - _`� 565 10 20 E _ _ t� � � � a GABASF —µ ------- ------- --- --- _ = O Cr - �„ 1 Gi RA' , I 1�\ GAFAGE I { ------- -_-- ---- O ++ — O t7 E I J0 I bi (33 PARKING SPACES) U I 0CID I C_B �' Q ENSBVRY UNION FREE nlulllullu,l4l„umdnlal"Irllu'IullwumlllnoluulnIIIIIIII,dullllluLull,mellulllul,rnmul,IlJuull,Illul.l.11l■ C8 I I / G6 \ / \ / O \ ASF'HALTSURFACE ASPHALT SURFACE Gf3 A�PAHT I �LIP.FACF i III I I nllmludJUJI14uuuulJlJodulJalowulllloualluluull IIII lulls W S ASPHALT SUYJ=ACEI i c� �E /�/� �+r� (°�r�'� - - I I - - �-- �- I I Cbo (b PARKING SPACES) S - 5 PAP.KING SPACES �'S '�' SCHOOL DISTRICT RIl A 1111) ud W N f S S I i \ Os f i {` WORK IS TO BE AS SHOWN & 1 \ O C - I s rn� = NOTED AND IN ACCORDANCE Lo `- = WITH MANUFACTURER'S LANDS N/F OF �' °° j Q �, i / � � OS OS _ - - - - - � N - RECOMMENDATIONS, TRADE i I ASSOCIATION PUBLISHED HELEN SLEIGHT I I I I _ _ 237/125 N S I ` '........ . ._ ..... BUILDING #5 I BUILDING #3 I BUILDING #1 RECOMMENDATIONS AND 1 BUILDING ##15 BUILDING #13 ( BUILDI�G ##11 I I BUILDING ##9 I BUILDING ##7 - GENERALLY ACCEPTED LOCAL I I - - C A P 4.y 4-,y BUILDING 17 ( � . - �_, ....� • , .,. . � . .. -� _... - CONSTRUCTION INDUS PRACTICES.T H.. L J L 1 1 1 I - - r IPF \Q4 500. 13 ! J _ I N65°06'28"W 528,27 - y �f J Q — � — -IVI6VJJmYhn hdldl•1141JIIJ6I.Ihl!II,I(iu14'L'lilVlutlhltltlLdiulltllll L.uulNll lJldll I IIII II Ie IIIIJ IJ� I F -100.05 '.- J�L �,. i 1 \Q O Ia 11 ® ® ® 1 Im ® ® ® ® 1! liddll i, Illluluipuullri luliLdIIIIIIJIIN Ie�a.dII ilduuilllulh+rJiWmWIG11.,41uivalll uu114uumIYI aI YYYIIu.,lu` _ N65°12'51"W N65 06 17 W ' MANOR DRIVE --- IV (PUBLIC HIGHWAY) ° 11 r S65 08 42 E - i S65°08 '41"E p �' tiyc-' _ 123.23' , \ .3 I' I 399.52 _ 0 _ T r '�. - - P-� 1 1 P'7 a BUILDING ##600 0 { BUILDING 10._. BUILDING ##8. _ �?., ,'. - - - - - - - - z: BUILDIN� ##12 a, � - LANDS N/F OF / MOUNTAINVIEW COMMONS, L.L.C. m S I I I n I s 1 o ce s _ '� 1293 25 0 = C \ O / �' _ M �—I 4.d j U- { � ' C O 1 \ ASPHALF SURFACE CON,. O� r� LO ` I ASPHALT SURFACE I ( I (I O PARKING SFACCS) 11# PhVEPw I (s PA�:KING SPACES) cB II II II II II II II II II II II II II II loll II ® II II 111 II / 4 — - .. t ' O --- -- 1 GARAGr 1 ( GAPAGElOFFICE - I / / '� t1..O —O.- I--- ---I l , ., --�u.,,, - - Q� - -- s- --- (.� NEW PRESSURIZED I 1 I --- 1� - ----- - BED o ' 1 287.09' N65°08'44"W z ___ = 8, ❑ ------------------- �I GARAGE Cor;C. O — I = -N INSTALL NEW 750 GAL. �' pry �� C� - "n _ EFFLUENT PUMP _ I z \ - , _ � ------------------- r CHAMBER REFER TO ENLARGED _ -`- PLAN ON THIS DRAWING f � J �.� N ® F _ C0 _ lel %1 �1 � vti-p F—i i" 3nz ID G "0 SOLID PIPE I� d ASPHALT SURFACE s -- S� ��. ----------- -------------- ----- -------- - - LAN 14 - _ ►� ------ ----------------- (8 PARKING SPACE - ` 1" _ + -------------- ----------- - -NEw '�, ------ �, 1 =50 —o LANDS N F OF = 101.33' " j N60°34'24' W °a - g 160.85' of ct EFFLUENT PUMP \ I _ J I ; 3 PERFORATED PIPE -CHAMBER I �j - to o o WITH END CAPS (TYP.) o ® � Q CH N60 31 \Q - _ ------------- UEENSBURY CHUR O -------------- - _ 58 W \QF I I OF CHRIST + "[V = o o BED SIZE `' 0 882/175 Q N60°36' 15"W yQF o O IPF \ , I ------ i---- CRUSHED STONE g 1 -------- ---- ! I AS \ t -- ----------------------- -------------------------------------------' I t EXISTING TANK TO BE INSPECTED AND °' LANDS N/F OF F OF ----- C ( J'J'��ill•Vh:4Jl ll�tll!luil116 dII,I,I IIII II'Idlllll6hl III IIII II'I II IIIIY IiIII,IIII IIIA■ REPLACED AS " -- __-_ . _ DESANTIS ENTERPRISES, INC. VIRGINIALANDS N LEIGHT I P.O,B. = PARCEL 2 R E r - DETERMINED BY ---•r � � 1 T-6" ° 1 T-6" INSTALLER _-._ - 2 0 VENT ABOVE 47`7/486 LANDS N/ OF i - ' 35-0" 2'_6� FIN. GRADE WITH 672/616 CRYSTAL D. PUTLEF LANDS N/F .OF ---- 2'-6" BIRD SCREEN KEVIN OR WAY � APPROItIMAIE MANHOLE COVER DAVID & KELLY I / = b I 20'-0" 20'-0" FINISH GRADE AT GRADE ! 1112 f 13 EDWARDS UILDING #3 1091/110 PRESSURE BED DESIGN I _ -- TOWN OF Qt'��` :N� - DESIGN FLOW - EXISTING (2) 2 BEDROOM HOUSE WITH STANDARD HANGER PIPE UILDI FIXTURES AT 130 gpd PER BEDROOM s 520 9Pd ; FOR PUMP I 1 REMOVAL Reviewed By 1 .: .fir �. z z 1-5 MIN SOIL ON SITE SEPTICxTANK G~ - Date:10 a u I i 520 GPD DIVIDED 1.2 GPD\SF = 433.3 SF OF PRESSURE BED REQUIRED HIGH WATER ALARM SWITG� QI - NEW DESIGN LAYOUT ALLOWS FOR 600 SF OF TOTAL BED " '+ _ Ii Ill,L.,uulu Il luudull,uu loll Il,, ''1111111H jiI[llh.V!llJI.I.,,I,uIIhIJWUI11u4ar'e441111;1111,IIIIII,I 7,y ® RESERVE CAPACITY _2 0 TO p \ \ !\ V =CAD FILE NAME ! - 3" SOLID MANIFOLD WITH 3" PERFORATED PRESSURE LATERALS AT 5'-0" O.C. SET LEVEL WITH END CAPS AFTER ALARM SOUNDS DIST. BOX _ .C1 T O �T : ACRD\IBS\MAPLE\SEPTIC UAL TO ONE DAYS START LEVEL t �! EQ ::.:. :....:....:;:. - - -------- U'--------------- ` HROAD1 2 SIZE CAPACITY DUPLEX PUMPS w :;ON SITE MATERIAL FOR TOP SOIL ;_ ;=. _:;` _ ENTIRE AREA OF PRESSURE BED (15 x4O) TO HAVE 12 WAS ED CRUSHED STONE 3/4 TO 1 / ( LEVEL CONTROL QUICK DISCONNECT _° = = SCALE AS NOTED ® //''�� I I1 BELOW FORCE PIPING WITH A MINIMUM OF 6 WASHED CRUSHED STONE ABOVE THE PIPE LATERALS. NTH INDIVIDUAL ALARMS SWITCH SLIDING COUPLER j c >r}����j'�c j�Q ,j�,j s�j�i�j J�or1;'j; j rj��jv U� 0 �Y _ ENTIRE BED AREA TO BE COVERED WITH PERMEABLE GEOTEX11LE OR UNTREATED BUILDING PAPER PRIOR TO MAY BE USED IN LIEU m STONE;;( ��j��)-)C' �( ���jo`,o' j� c )c�� _ SHUT—OFF LEVELB ) - inn to on On_ n on on nn_zn nn on �n on nn-on_on nom\ unu,lu,,ll uIIIIIv11lIl,llllum,llli,llll.,l,l - _ PLACEMENT OF TOPSOIL TOPSOIL LAYER TO BE 6" TO 12" IN DEPTH. OF A SINGLE PUMP AND -- -- -- - -THE SEAL BELOW IS AN ORIGINAL SEAL � DRAWN BY ONE DAYS CAPACITY) PRESSURE PIPE _AND IS IN RED INK. ONLY SEALS IN RED INK - = PUMP SIZING 3O FOOT LATERALS x 3 LATERALS + 10 LF OF MANIFOLD = 115 LF OF PIPE x 0.589 PIPE AREA x 85% = 58 GAL FIELD CAPAg1Y 4_)«-J__x�_),�)� )� )U tr )C �� =SHALL BE CONSIDERED TRUE ORIGINALS _ (, <J�'�Jc,0.=:Jc O O S Q O O�OCi<`JCi'O6 0 (STONE �i p j0� � C uluiu'I,ICIIlo 1;IUII,IJIIIII Iulduulluul.uulllluu11lll"II111I,III IIIIIJ!1111II IIIIIIIIu 11IIIIIU Iluml la' DRAWING TITLE O N U ) L)O ) t'� - PUMP TO BE SET SO THAT MAXIMUM 60 GAL PUMP CYCLE AT 1.0 PSI PRESSURE IN THE PIPE AT THE FIELD. PLAN _ = Q " a4 0000 EXISIIINGQ SOIL ,: "'. SFP 1 IC PLO(� � . JCC S = RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall ?y� 134 Dix Avenue �JG Glens Falls NY 12801 Voice 518 741-0268 Fax 518 741-0274 Email ephall@nycap.rr.com TransmittalE Q [E To: John O'Brien —Town of Queensbury Building Department DJ D From: Ethan Hall TOWNOF Y QUEENSBURY Date: 7 July, 2017 COMM UNITDEVELOPMENT Re: Maplewood Apartments — Unit 3 A & B Septic— Manor Drive At the above referenced project location this office observed the installation of the septic tank, pump chamber and sewage disposal field prior to backfill and all items appear to be installed in accordance with the construction documents and are acceptable to this office. We are attaching a copy of the as-built sewage disposal plan drawing. If there are any questions please let me know. AS BUIL' Y:\Ivan Bell Septic(IBS)\Ivlaplewood Apartments\Unit 3\Transmittal-7 July 2017.doc m it V Q i N SEWAGE DISPOSAL SYSTEM NOTES GRADING NOTES GENERAL NOTES THERE SHALL BE NO CHANGE ON THESE PLANS IN A[)VANCE OF OR DURING THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM a CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE j FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM A SURVEY DRAWING PREPARED BY VAN DUSEN AND STEVES o 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. LEGEND Ln CN THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR v SHALL COMPLY WITH THE LATEST EDITIONS) 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. _ _ _ _ c DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL THE SEPTIC TANK. DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR PROPERTY LINE 21 HOUSEHOLD SYSTEMS APPENDIX 75-A. DISINFECTED AFTER BEING PUMPED OUT. 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 SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE a MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER E —E —E UNDERGROUND ELECTRIC SERVICE GRAVEL. HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE 0 AS-BUILT 116NOVfNBER2016 SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. I THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. ss —ss —SS SANITARY SEWER 00 - INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE FUTURE EXPANSION OR REPLACEMENT. No. DESCRIPTION DATE SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT - 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 *`Y'--. 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 N 3" AIR SPACE ABOVE "T" TO TOP OF TANK 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/t` EDGE OF PAVEMENT o RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BEWHENEVER 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 SYSTEM. NO SUMP PUMP, CONDENSATE, WATER SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN. UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) w 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 3 THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF 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. O � F m 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. BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE }® z t a r, HOUSE TO SEPTIC TANK; 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM CONTRACTOR SHALL CONTACT NEW YORK STATE DIG SAFE FOR LOCATION z z M; CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. (� v - SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. THE ABSORPTION FIELD. OF ALL KNOW SITE UTILITIES PRIOR TO BEGINNING ANY EXCAVATION WORK Oz'Q z _ M WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: ON THE PROJECT. I1.1 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. FINAL GRADING SHALL T DONE 0' ACCOMPLISH POSITIVE DRAINAGE �. � � � ° AWAY FROM BUILDING AT 6" IN 10' MINIMUM SLOPE. W o +' N24049'40"E a o i 10.00' oar m' S65 10 20 E= o o LANDS N/F of 74-56' NCR OF QUEENSBURY 2 p in N24049'40"E 879/306 -� °O w v 18.47' REFER TO ENLARGED `V 0 ~ E o E PLAN ON THIS PAGE U E FENCE AND ASPHALT ENCROACHMENT o _ N N O O ~ Q S65°10'20"E O P.0.B, - PAru RCEL 1 o °�°r¢ a z = �o m - 124.09 - 00 O F— LC W r o , u L d d © O z >_J O N S65 09 27 E _ LD o 0 S65°02'40"E S65°05'20"E m 379.50' 1 v o V - -_. I c°pv °10'20"E Q� 170.07' 1 I _ IPF FK U a) > vi _ao - Q iujcc _ z S� 2,8. 7.0' - --�QF 295. 11 ' -. — - sHeo _____ ®T ---------- - (� o_ x F Q — -- ---- __ -- jam r----__—, -- --- c a� _ V) _�-_ —_--_— GE ------ -/ \ ------- GARAGE _ --- ---' � U x d m _ — I G PAGE I ' GARAGE -------1 ---- ---- +� P7 O O O E — .. ---------------- o - 1 - - w .-C7 >L�w _ I ------- ----- Of- _. ..�...... I Ca O (33 PARKING SPACES) I O ( o CF3 ° REE CB O ASPAHT SURFACE \ R N I / \ / \ Cg I / /� \ ASPHALT SURFACE C5 ASPHALT SURFACE C6 ASPHALT SURFACE O QUEENSBURY UNION F I 1 I I CBp (8 PARKIhlG SPADES) S S S ' I s C I (a PARKING SPACES) s SCHOOL DISTRICT WORK IS TO BE AS SHOWN & m N s cn� NOTED AND IN ACCORDANCEru 1 \ OO I O r WITH MANUFACTURER'S LANDS N/F OF 0r _ _ _ s ., � - - <- a RECOMMENDATIONS, TRADE N Ct s - O �......... . .... ... e N ASSOCIATION PUBLISHED ! HELEN SLEIGHT I z I 1 T . , -� 7 7 71.I i _ 237/125 r' _ - BUILDING # I BUILDING #5 BUILDING #3 BUILDING #15 BUILDING #13 BUILD G #11 BUILDING #9 I BUILDING #7 g 1 GENERALLY ACCEPTED LOCAL RECOMMENDATIONS AND BUILDING #17 I ION INDUSTRY CONSTRUCT PRACTICES. t . AC L c z c C u V V �QF 500V 13' I I j L _ b 27' N65006'28"W IPF e 528. �QF 100.05 �Q N65°06' 17'°W N65°12'57"W ��®� DRIVE (PUBLIC HIGHWAY) S65008'42"E �J S65°08'41"E a py, _. 123.23' 399.52' 00 I I ( BUILDING #6 �j _ DI 2 IND # 0 BUIL N #1 _. I BUILD 1 BUILDING #8 I � N ' LANDS N/F of MOUNTAINVIEW COMMONS, L.L.C. m I w C ___� s s S o C13 1293/25 S2 o p Ao U w I 1 \\ O I \ ASPHALT SURFACE cork. L0 I ASPHALT- SURFACE I I I PAvePs - (1 O PARKING SPACES) (8 PARCJNG SPACES) C6 2 67 I II II it II II II II II II II II II II II it I II II II II II II 9 0 �1 I Lo 40 co Z O --- GARAGE GARAGE/OFFICE I ' I0.09' \\:-- -- 01 4) NEW PRESSURIZED — ctc. °� . BED , o I = 287.09' T N65°08'44"W $ - ;------- ---------------------------------------; .-- _ ° d o�I j -------------- -- I c� �ccrlc. \ \ b2\ GARAGE = N U4 �d ------------------ ' �I INSTALL NEW 750 GAL. - ' o cs �, � V �n -_ EFFLUENT PUMP r- cv \ --------_----____-- I r I REFER TO ENLARGED— _ \ i � :___ CHAMBER � �-� (----------------------------------------------� \ PLAN ON THIS DRAWING ty a I . = N N .- CB l Y - ----------------- --------------------------- 1 O N ---- 3"0 SOLID PIPE A5 H ALT 5 U RPAC E ':_ 03 °' _ \\ e, ----__ ___------ ----- ------ --, `` s ' SITE PLAN IPF0` 149.29 \ -s N �-+ - - ` -NEW ( PARKING 5PACE - ---- - __ I _ - = EFFLUENT PUMP _ LANDS N/F OF 101.33 u i 13"0 PERFORATED PIPE � _, N60°34`24"W E ° �QQF 160,85' ai � =CHAMBER - c o () QUEENSBURY CHURCH \ ® \ cn o o ! WITH END CAPS (TYP.),, 1 1 N60 31 58 W `c c I0 --------------- = ------------ O O OF CHRIST N60°36' 15°w �F C'3 o IPF I- BED SIZE ! ' s 882/175 �Q a, \ -------------- -WASHED CRUSHED STONE I s ai I NI ---- ------ -- XISTING TANK TO INSP TED D ciLANDS N/F OF _ REP D - LANDS N F OF I 1 P.O.B. - PARCEL 2 DETERMINED BY - r r " �' DESANTIS ENTERPRISES, INC. / I a//i�ii�����i/ii�ii/ilii INSTALLER _ _ ��' _ 17-6 17'-6" 2"� VENT ABOVE 472/486 VIRGINIA SLEIGHT SDS N/ of I 2'-6" .R 35'-0" h ! 2'_6„ BIRD GRADE SCREEN WITH 672/616 CRYSTAL D. UTLEI. LANDS N/F OF \ _ ' KEVIN OR WAY - ,-0" 20' -0" APPROXIMATE MANHOLE COVER 1112 1 3 DAVID &_ KELLY 20 FINISH GRADE AT GRADE / EDWARDS i �� 0 " - _ [N 3 = 40-0 1091/11O UILD � PRESSURE BED DESIGN � � " - L_._,.I— = DESIGN FLOW - EXISTING (2) 2 BEDROOM HOUSE WITH STANDARD �—HANGER PIPE I �D FIXTURES AT 130 gpd PER BEDROOM = 520 gpd \ _ FOR PUMP - _ REMOVAL - L FROM EXISTING--- I 0 z Z - 1-5 MIN SOIL ON SITE SEPTIC TANK C _ i ` 520 GPD DIVIDED 1.2 GPD\SF 433.3 SF OF PRESSURE BED REQUIRED HIGH WATER _ \: J \, 4m Iri44IIlidldlillJlJ.iJdAl udduJ LIdW,lid61h lIllah°dl uuulldll tll,li ilidilu,Yhw - - NEW DESIGN LAYOUT ALLOWS FOR 600 SF OF TOTAL BED ALARM SWITCH •\ IPF RESERVE CAPACITY \ -2"0 TO CAD FILE NAME �T / = 3" SOLID MANIFOLD WITH 3" PERFORATED PRESSURE LATERALS AT 5'-0" O.C. SET LEVEL WITH END CAPS AFTER ALARM SOUNDS DIST. BOX 4 i \ A Y A ON T ACAD\IBS\MAPLE\SEPTIC AL ON DAYS START LEVEL 1 d . EQUAL TO E �I :ON SIT E MATERIAL FOR TOP SOIL;:Yv ::r := ,=:; `: _ ADENURE AREA OF PRESSURE BED (15 x40) TO HAVE 12 WASHED CRUSHED STONE 3/4 TO 1-i/2 SIZE CAPACITY (DUPLEX PUMPS LEVEL CONTROL QUICK DISCONNECT I - =' �""" d SCALE O I1 BELOW FORCE PIPING WITH A MINIMUM OF 6" WASHED CRUSHED STONE ABOVE THE PIPE LATERALS. WITH INDIVIDUAL ALARMS SWITCH -� SLIDING COUPLER x jnn Oc O MOO Oc %m, ,9Rq2flMM- OO O O C J t�' r� v + I AS NOTED N65U6 Z8ENTIRE BED AREA TO BE COVERED WITH PERMEABLE GEOTEXTILE OR UNTREATED BUILDING PAPER PRIOR TO MAY BE USED IN LIEU co STONE \ \ C - d - ______________ _ Q____ _ � n.J��J w� �- W - 1 N ORIGINAL SEAL DRAWN SHUT-OFF LEVEL I _ nen nan on on n an n i, PLACEMENT OF TOPSOIL. TOPSOIL LAYER TO BE 6" TO 12" IN DEPTH, OF A ONE DAYS SINGLE CAPACITY) PRESSUREPRESSURE PIPE 7 e�s ( , 6ADI ,BY S IN RED INK: -ONLY PUMP SIZING 30 FOOT LATERALS x 3 LATERALS + 10 LF OF MANIFOLD - 115 LF OF PIPE x 0.589 PIPE AREA x 85% = 58 GAL FIELD CAPACITY - � I I, Iii S ALL BE CONSIDERED SEALS IN RED INK - ------ / T E SEAL BELOW IS A -_ - - � � � ��'3-,. = _ � TRUE ORIGINALS � Q�\ �c DRAWING TITLE PUMP TO BE SET SO THAT MAXIMUM 60 GAL PUMP CYCLE AT 1.0 PSI PRESSURE IN THE PIPE AT THE FIELD. `• FVJI'1 OFUcEf,l36tii:`� - o COMMUNITY i�:+l_rl..OPMEI �+� PROVIDE 3" SAND OR �opcA°O EXISTINGISOIL ; _ t - €+dry j PROPOSED PEA GRAVEL UNDER TANK co 1 5 ivIIN r PERC RATE P ( �_P A_ C� ENLARGED SITE PLAN11 �`��� "� �x -_. — r \ SV ;, _ P�� SITE PLAN �` • H� i1Al�LY ME��IJF��� 1 =20 -o PUMP STATION NOTES - NT ' t EFFLUENT TANK;- E .. . opER�`r D TAIL �I FITi �"r F' 6bIf S) n yg AND SEPTIC = 1. PUMP TO BE EFFLUENT PUMP N.T.S. J a F e� � + SEN �`n` REMOVE EXISTING SEWAGE DISPOSAL COMPONENTS GOULDS MODEL GL3885-1/3 HP OR EQUAL TOTAL HEAD TO BE DETERMINED 4 POI 1 � ='' 71 1 11 AS NECESSARY TO INSTALL NEW SEWAGE DISPOSAL BY INSTALLER NO GROUND WATER ENCOUNTERS DETAILS - _ TILE FIELD ORE DAT �y�'����' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 I I 11 I 11 I I 11 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. \ �� ­-_ AUDIBLE AND VISIBLE ALARM TO BE INSTALLED OUTSIDE RESIDENCE TYPICAL BED SECTION °? 1 DRAWING No. N.T.S. C- 1 (