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2002-729 TOWN OF QUEENSBURY 742 Bay Road,Queensbuty,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 ERTIF ATCOMPLIANCE C I� � �F Permit Number: P20020729 Date Issued: Friday, September 20,2002 This is to certify that work requested to be done as shown by Permit Number P20020729 has been completed. Tax Map Number: 523400-239-017-0001-005-000-0000 Location: 15 ANTIGUA Rd Owner: HOWARD&JENNIFER NADLER Applicant: HOWARD&JENNIFER NADLER This structure may be occupied as a: By Order of Town Board Septic Alteration Residential TOWN OF QUEENSBURY (0114. Director of Building&Code Enforcement i TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Budding&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20020729 Application Number: A20020729 Tax Map No: 523400-239-017-0001-005-000-0000 Permission is hereby granted to: 140WARD &JENNIFER NADLER For property located at 15 ANTIGUA Rd 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 Value Owner Address: HOWARD&JENNIFER NADLER Septic Alteration Residential 15 ANTIGUA Rd Total Value QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency TBS SEPTIC IVAN'BELT, 2 T.OWFR WARREN STREET OIJFFNSBTJRY.NEW YORK Plans&Specifications 2002-729 Residential septic alteration as per plot plan and specifications. $25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,August 28,2003 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the T n of een IYOe y,August 28,2002 SIGNED BY /1 for the Town of QueensbmT. Director of Building&Code Enforcement Application for Permit—Septic Disposal System Town Of QueensbUry 742 Bay Road Queensbury,1VY 12804-(518) 761-8256 1. O'VVNER INFORMATION: .._............................... _.. .........................._...................._.............. Office Use Location of installation: /� r c� c^- File Permit No.2 0V 2- 1 Tax Map No. Owner's Name: )10 L%. �C,�c�� c/' [ Fee Pai � Address: Alin J 8 20a2 2. INSTAL S NAME "2 %r C T01,i/tj nj=null? 1TtE NO. SBU 1' ray. ,a. 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate#bedrooQs),fandlinultiply# of bedrooms with applicable gallons per bedroom to equal to al"daily flow) Year of House, No.-of Bedrggms x Computation — Total Daily Flow: ' 1980 or older _ T_ x 150 gaYbdrm = 4� 1980— 1991 x 130 gaYbdi 1991 —present x 110 gailbdrm = Garbage Grinder Installed yes _ / no Spa or Whirlpool Installed yes / no . 4: . PARCEL -INFORMATION: (circle applicable information&indicate measurements) r_TaVW_aj2hy Soil Nature Ground Water "Bedrook or Impervious Material Domestic Water u 1 Flat sand at what depth at what depth municipal fng loam feet feet well, Steep slope clay if well;water supply _/o slope other. from any septic-system depth: absorption fs ft ' pthers�. Percolation Test: (To be completed by licensed professional engineer or architect) .Rate: minute per inch 5. PROPOSED SYSTEM: For--New!Construg ou; All individual sewage,disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. - Septic Tank: B d gallon(min. store 1,000 gal.) Tile Field: each trench ft Total System Length: Seepage Pit(s): number of size of each: ft by ft Size.of Stone to be used: # I depth or thickness feet Bed System Size: / x Alternative System: { /'1 ^ length andlor size (Q 6. HOLDING TANK SYSTEM: C . (if required) Number oftanks:" / Size of each: gallons %•TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE 8z INFORMATION FOR RESPONSIBLE PERSON.(please road) 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 fact or circumstance known by or on behalf of an applicant; shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town A Queensbury Sanitary Sewage Disposal Ordinance. 121ec00 Signature of responsible person ate '1'c�wtt of (2ticcrtwbtur-y a! � �it'.�VS`D':i :IlltJ :1CtV;ij;C [)i:��>51:+:1I t.Iinj�irt• Am)(tvid_ix C a A�3.tit)lt� "'I'MN _ iI;I'l�1tA'I'It?N YtI�.tZ[-!IItI�ilji�'.N'I' i r �1 POND tftY� {.�yJz7ti.PitQt 1 7. SIGNATURE &INFORMATION FOR 51'tJNaL�SLJ�r� .,t. �,+04-------- 1V ro 4J -PP 0 v �J s 4- 4- 4- x a 4J 4J p -P v L) MON co { ( IV 0 1 4J.0 1�,, ?. or}a.! wW W 0 U GJ X LL IJ} v rail r � N d Q. S. � srvIW-CU , v S. h vr-LWWU41 �� cn aA LLrovc r4004- aO(.L CP 0 roa -PP 0 �ro v 0� rov) +JvW V) C Cr A I 4- U Per~ v f-� 'r v) 0 r CCro� 1400 a W 0"r 4. �� N 0 ?� \ Q 0 0 0 � W W 0 4- U. V)r r r 0 Z H V) aLs h 04.W .. 41 M oM p4.) 41 v I Wc� o� vavcrn. � �4 � cro4"4 � CW E U +' N In4-4 Cl,NW N 0L C V) vu :3 :3 aC �r�- 0 -0E Ira ,ro 0 0 vQ7 �rW �r -P ro ,rrp,® 00v {} 0 . �ra I��#� 4 � vac� cncn �, �F� © o�lw �.cnt� �, EU >6 N 41 6.75'f LAI%.L:f E 0RGE Scale; 1"=20' DATUM ASSUMED CONTOUR INTERVAL = 1 FOOT L4SLOPE I = rOOT a 2.000 GAL. SEAMLESS � ,• SEPTIC TANK BY PORT MILLER OR EQUAL NW ♦ OUTLET BAFFLES �I V NeR'1JM 2x WIYD7M MAII" 4x MAD1M PROVIDE 3" SAND OR ---•� 0 PEA GRAVEL Mw TAM( LANDS N/F OF �o�,� DAVI 9 3ANA SEPTIC TANKS WO TO SCALE APPROXIMATE F"SAP GRADE I GROUT W r" NON-SHM GROUT CTYP.) LAG PUMP ♦ ALARM ON LEAD PJAP a 4'-0' I.D. PRECAST CONCRETE MAN10iE MfTM INTEGRAL AS AND FLAT SLAP TOP; AS N~ACIURED BY I`CORT4 L,,TT Olt CHO LADDER RUNGS) rS SMALL COWLY WMM THE REQUREMENTS or 1HE NEW YOM D&ARTMff OF NEALTM AND SMALL BE PRECAST CONCRETE IJFAGTLRED BY FORT MLLER OR =NALENT. w 6° r Nay ti ir 1011111111 I NATCM MZCTWAL DA. T" 1-1/2' TORCE MAN - PVC OR PMYC7MYLENE PPE --- CONCRETE TO BE TROWEL f"G"LD EFFLUENT PUMPS DUPLEX INSTALLATION EFFLUENT PUMP STATION NOT TO SCALE 1. PUMPS 70 BE EFFLUENT PUMPS RAIM AT A MMIIMIUM OF 30 GPM AT 20 FEET 70TAL DYNAMIC MEAD. PUMPS TO BE 1/3 HP GOULDS MODEL 3085ME 3L OR EQUAL, 2 PUMP COMBO) PACKAGE 70 AL7ERNAIE BETIAM LEAD AND LAG PUMPS AND TO BE SUPPLIED BY PUMP MANUFACIURZER. AUDIBLE IMb 1ASIBLE ALARM 70 BE AC7IYATED BY LAG PUMP ON FLOAT. 3. PUMP CYCLE VOLUME - 8B GALLONS - 105% OF AB\SO�R'PT01 IDN ABsoaP7FELD PIPE VIDLUME. REC E 6 V AUG 2 8 2002 TOWN OF QUEENSSI;,--ZY �. �&!p aqj U0 q)10} i c cy aneq 11egl juasaa61 csae ''ova `saoua} `saajj `sham 'sasnoq se 4011S `Jo aouapina ones i anayaq jo 'panJasgo jo uG&< 17, MAX. PROVIDE OWNER MAIM AS-KXT pEASUREt'[NTS TO ALL BLRRED COVERS, FROM AT LEAST 3 MO. PERMANENT OBJECTS SUCH AS B A"C CORNERS, 2"BELVE OW �ACENTOo K4W fW BAnU r 1.2" Mk COVER OVER ALL STRUGTIAIES i1 DSTMWTION BOX BY PORT NLLER OR EGIAAL J LLAP OO PEA MUST BE SN AT TS GRAVEL. M"EXACAI> DI�LEVE 5M ON SAME DISTRI ON BOX PEA GRAVEL AND USE SMX0 NOT TO SCALL LEVELERS ON ALL OUTLETS. ADJUST SPEED LEVELERS WIT" WATER. 501 L5 DATA 0 -5• TOPSOIL 5-26' FINE SANDY LOAM — SOME GRAVEL. 26-70' FINE/MED. SAND W/GRAVEL + GOBBLES NO HIGH WATER TABLE WAS OBSERVED PERCOLATION RATE — 1' N 3 MINUTES. 20 SECONDS TEST PIT AND PERCOLATION TEST BY BY TMOMAS NACE, 9/14/2000 SEPTIC 5Y5TEM DESIGN DESIGN FLOW — NEW 3 BEDROOM HOUSE - 390 GAL/DAY SEPTIC TANK — USE 1.250 GAL. TANK ABSORPTION FIELD — TEST PR SHOWS OVER 4' TO SEASONAL t11GH GROUNDWATER. — PERCOLATION RATE 1" IN 3 MIN. 20 SEC. — ELJEN IN —DRAIN SYSTEM PROPOSED DUE TO SITE CONSTRAINTS. AT NYSDOH AMCATION RATE 4G L.F. OF ELJEN TRENCH REQUIRED. — USE 2 LATERALS EACH 32' LONG - G4 L.F. TOTAL.. C3���I' r - • ter � 1� BY EWEN CORPORATION GEC -TEXTILE COVER BI0-MAT AB5ORPTION 5Y5TEM 5TANDARD TRENCH PROFILE NUTS. OVERFILL TO ALLOW FOR 5ETTELPENT 36" 6" MR4. SLOPE 1/IG'-1/32' PER FT. 1w MN. wnl.�1>+ aAnu NWSDOT REM #703-07 t�Il.Ea55TRDUTOR PIPES MUST Of ACTED. 2. ALL LATERALS TO DE OF EQUAL LENGTH, THIS PLAN TO BE ON PROJECT SITE AT ALL TIMES FOR THE DURATION OF 4•• MN. TOPso1.. CONSTRUCTION ZSEED AND MULCH / BACIWU WITH WTADLE . MATERIAL � '��`.:.+.:.+.L"fitt' tea.,,"�� • .: �a-.7e{:= +• ..':�..1•',Y `•ti"'ice ~��..:v �:. �� �:4'�1���. ! .4 �• 4' MN LNDIWUROW SM GROIJt'bWATERA BI0-MAT AB50RPTION 5Y5TEM 5TANDARD TRENCH SECTION KT.& 4" PERFORATED PPE GEO—TEXTILE COVER TYPAR 3401 OR EQUAL TYPE d IN —MAIN LIT' BY EL.EN CORPORATION c0VAETE SAND NYSDOT ITEM #703-07 T%N r;; QUEBSBURY OUlti<NG CEPARTVIENT 0:,ed on our limited examination, Compliance with our comments shall not be CW$trued as indicating the plans and speei�leations are in full compliance with tie mde. TOWN OF ��� � �� �UIRY BUILDING T. REVIEWED BY DATE w E- c W 04 `� A R ~ w � oa �1 O a LO v w w w v- W Z 1 O �+ "" w w W m 94 b A t� z z z A ;I a w h W b H W Wm z -44 'ram z Detei APRIL 17, 2NI Scatel AS NOTED 49060 8F °i!R't GF i WALL ouOrvo