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92-426 rit CERTIFICATE OF COMPLIANCE TOWN OF QUEENSDURY WARREN COUNTY, NEW YORK Date 9,dxf ,,'!/ 19 9,t This is to certify that work requested to be done as shown by Permit No. 92-426 has been completed. This structure may be used as a Septic Alteration Location 4ssembly Point Owner Dr. Richard Provenzano By Order of Town Board OWN OF QUEENSBURY Director of Building & Code Enforcement BUILDING PERMIT TOWN OF QUEENSBURY No. 92-426 WARREN COUNTY, NEW YORK .r PERMISSION is hereby granted to Dr. Richard Provenzano 03 OWNER of property located at Assembly Point Street, Road or Ave. in the Town of Queensbury,To Construct or place a Septic Alteration at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. mai 1. OWNER'S Address is 11 Catamount Lane Bennington, VT 05201 a 2. CONTRACTOR or BUILDER'S Name O Friedman Excavating N 0 3. CONTRACTOR or BUILDER'S Address 4. ARCHITECT'S Name fD B Q and 5. ARCHITECT'S Address 0 Vf fD 6. TYPE of Construction—(Please indicate by X) �-F ( )Wood Frame ( 1 Masonry ( )Steel ( ) e+ fD 7. PLANS and Specifications No. Septic Alteration as per plot plan specifications and application c 8. Proposed Use Septic Alteration $ 25.00 PERMIT FEE PAID —THIS PERMIT EXPIRES July 21, 19 94 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Queensbury before the expiration date.) Dated at the Town of Queensbury this St D of ' July 19 92 r � SIGNED BY for the Town of Queensbury Buil and oning In ctor `Ift j TOWN OF QUEEI SBURY APPLICATION FOR SEPTIC DISPOSAL PERMIT Permit # t c)- o`'6 Fee Paid Date: '1 -70 - 92- Reviewed By LOCATION OF PROPERTY FOR INSTALLATION: / Ss M CL- 1 jG c �iT Owner`s Name: ��,-1 �r2 � � 9 � 0 Owner's Mailing Address: 1/ { l (1 Mom rU 1-.0(3w r� �3��,�v . U 1 OJ 7C 1 Installer's Name: «. rn, L., LS< C (A4.T n Phone #: 632 - 463.5 Number of bedrooms (if residential ): Total daily flow (residential-compute @ 150 gal . per bedroom): Topography-Circle One: AIM Rolling Steep Slope % of Slope 5jow-e Soil Nature-Circle One: Sandlik) Clay Other O a-r- /Depth: Ground Water-At What Depth? Feet Bedrock or Impervious Material-At What Depth? Feet Percolation Test-Circle One: Not Required Required/Rate Min. Per Inch Domestic Water Supply-Circle One: Municipal Well Other ,o (fie_ c.v.Cru...- -- If domestic water supply is a well - Separation: Water supply from any septic absorption feet PROPOSED SYSTEM: Septic Tank /a b gal . (Minimum size: 1,000 gal . ) Tile Field: Each Trench feet//Total System Length feet�t cS; Seepage Pit(s): Number of / Size each: ft. x ft. Size of Stone to be used: # / Depth or Thickness feet (-7)40/7- ************** HOLDING TANK SYSTEM IF REQUIRED No. of Tanks f Size\of Each /a 5b Gal . Alarm system and associated electrical work to be inspected by a certified agency. **.************** I have read the regulation on the reverse side of this sheet and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. SIGNATURE OF RESPONSIBLE PERSON: C Lo- Lc,Al w7 DATE: 7 lD p� .yv 1 Septic System Inspections: A. All applications for septic system installation, alteration or repair, as required by the Town of Queensbury Sanitary Sewage Ordinance, shall be submitted to the Building Department at least 24 hours before start of construction and shall include a plot plan showing: 1) the proposed location of the system 2) location and distance to lot lines 3) location and distance to structures 4) location and distance to any water supply 5) size acid dimensions of all tanks, distribution boxes, tile fields and/or drywells B. No system shall be covered before inspection and approval by the Building Inspector. Failure to comply wi ::h this requirement may result in the uncovering of the system by the installer and a fine of up to $250.00. C. An approved copy of the plot plan shall be available on the construction site. Failure to produce said plot plan at time of inspection may result in an immediate work stoppage. D. Should unforeseen prbbierns =istructi-on nt Droner installation, alteration or repair of an approved system, a new proposal must be submitted to the Queensbury Building Department before further construction. Town of Queensbury Building & Code Enforcement Department 531 Bay Road Queensbury NY 12804 Remarks: l )30 r _ own of Queenibur y BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 SEPTIC DISPOSAL SYSTEM INSPECTION NAME �Y. l) �� 7--CIM.CD LOCATION -. ; 1- 1)I e:>) a !l DATE 7 /09y PERMIT NO. (7 —L� SOIL TYPE - Sand - Loam - Clay - Percolation Test Required? YES - NO Percolation rate - Min/Inch TYPE of SYSTEM: Absorption field, total length Length of each trench Depth of trenches Size of gravel SEEPAGE PITS{Number of) Size- ft. X ft. Gravel size PIPING: Size Type Bldg. to tank Tank to dist. box Dist. box to field/pit 1 Openings sealed? YES NO Partial LOCATION/SEPARATIONS: ;' Foundation to tank ft. Foundation to absor , ion ft. Absorption to lot lne ft. Separation of pits' ft. LOCATION OF SYSTF, I ON PROPERTY(circle one) Front - Rear - Left side - Right side - COMMENTS: .� Lfi..D`ST6A1 I ,V,', A-Lctf P a ew&f, - 1160 �'f2iA r$ Cc�.�rr6v�zy,s-cc�v ptivo Lo c r-«1v '?0-res'T os r- P A-- '9i1Qu6 PLA SYSTEM USE APPROVED YE NO B 'lding ns ector 01/86 and vl , . ir , • ,I , , • , , . . , . , • . ...__ a 1 ..,...„. .2-9,),,,,-:), , . A -r.)-?-11-1.7 --,-)7(-$1 1,--uo, " 1 _ _ _ -,---.7-_, eftP4 ey.10 0 v 02), c)-1-• , , LV 02f j c-a . ol I Li .ii c3(3 V .....- ) . , • T' C) ! QJ (% \ i . Z ...,..,(‘ 1 i 1 , . . A 1 1- ,q c ' , - - -— ---i --- - - /0 i twisiLbs frp)it zyc9 • i ''''' A V 1 ' ......... FENCE POST j OT LOCATION STAKE--,,. --FINISHED GRADE qz �`1�� �i1 `'✓�1 !1 � 1 i -may-�1`-- `-+' 1.2 .\ .,.'\'1�� t �1,��,1�''i",�,1✓ "T11-�`.�,��1�.` Tom, .. r, �" . ir\ L MANHOLE COVER--� -�- �--MANHOLE COVER i Q � ? ' '• i ASPHALTIC SEAT ---..� •• _[• INVERT OF INLET 2" AEG _ i - INLET i ( INVERT OF OUTLET r I i 1 1 OUTLET LIQUID LEVEL i 1 CAULK JOINT- ! `DI x -CAULK JOINT SANITARY TEE-�i - ! -- --SANITARY TEE ,20 =0 II I cc USED INSTEAD OF j.. . .i /G10 /y7in!FRO/7 L A/!� BAFFLES MAY 8E--- j- SANITARY TEE MIN. WALL THK. �---- - - 0 N --- _--- ------__ _ —�,poR�$E� .SEG✓.4CE L]is.�!'.LSAL �PE9 �- - - --------- --- -----L- FOR POURED I ram/ZaT-c�-94S 6P -1/9' L'4,o LEVE�� - -- ----- -- _ PLACE CONC. i ' & ' ALL LATER4L3 To 86 vDR-35 PvC �•E..��. I I I I - _ .�eo�czsEo L�,1 �9aso,QPT�ow BEa �' SECTION — VIEW I LAKE __ GEORG ET--- ' - ASPHALIC I SEAL �. 1 h _)HEF - i 20" MIN. T --1 I o OUTLET=-- HOUSE STONE RING BOLTS -I WALL I � I Z Q • C.O.T.cj v V-1 W PLAN VIEW e TYPICAL CONCRETE_ SEPTIC TANK Not to Scale Q ` - X2SO 6�4­1 BARRIER MATERIAL '7� /7/� M \- \y�\�% i BACKFILL 6" TO 12" L GARAGE -----"le -GisEO '>!"'wc .Soe 3S /y%r. ��r�v,) S(/R I/E y 2" OF STONE---- • r /yDr A �PE'�T Y OVER PIPE ,e -�PaoctsEb No./ ��sreiBVTicw 1 6 OF STONE 12" OF STOPIE j Box By ��Pr �i�Ewe Oe Ec,v4L UNDER PIPE 1" PERFOR•4TED PIPE- 0 T AL �\ LFF. 11" i� CONVENTIONAL ABSORPTION BED - ----------------------- 20 Not to Scale NorE 6EPTIC DESIGN PRoPER7YY Z/NE /NF0,4M4 7-/O A1 FROM DEED /"IAD,E Ong THE 2/£-r DAYOF NOI/6/178ER /983 BASED ON 4 BEDROOM RESIDENCE 9Erw,6161 BASED ON PERCOLATION RATE OF 21-30 MIN. GUY A. HA/7 AND E"D/Ti3i G. /1A/`'I (ACTUAL PERCOLATION RATE - 18 MIN. 30 SEC. ) APPLICATION RATE .60 GPD/S.F. X .75 (BED) = . 45 GPD/S.F. TO 150 GPD X . 80 (WATER SAVER FIXTURES) = 120 GPD .T PRo✓ENzAAvo 4,►•o .T/4,09 A.FRfF1%9 / 120 GAL./BEDROOM X 4 BEDROOMS = 4 8 0 . GALLONS PER DAY ,45 REC RIL--D AT 77VE WARREN COUNTY 480 GPD - . 45 GPD/S.F. = 1067 S.F. REQUIRED i CI-EPA15 OFF/Gt on/ NOVE/17,6ER JO, /9d3 USE BED. 20 FT. WIDE X 54 ' LONG = 1080 S.F. PROPOSED 131 /A/ SOO/l "8 Gs -PAGE 97. h AL50 4-ROM ,9M,9P OF THE F/RST Sv6-D/✓/S/ON VEST PIT INFORMATION - 7/15/92 TOWN 0F �r�� U R of RROP.E'RTY OWNED ,BY TiYE ZAfIE GEO,QGE T ASS Pe/Wr O/✓ LAKE GE0.46E W,9RREN TEST PIT N0. 1 BUILDING & OE A CQUW N. Y. AA10 F/EEO /N THE WfRpe5A/CDUNTY 4" TOPSOIL CLEi4/lS oPF/cE DEG'EMBE 7 /9i " _ " � 2° REVIEWED BY R µ� DES16W4rF.0 22 MED. TAN/YELLOW SAND AS LOT mo. 8. 22" - 66" MED. TO FINE TAN SAND INLET DATE 66" - 100" MED. TAN SAND WATER AT 84" MOTTLING AT 80" ° p A REV.: BY. DATE: NOTE: �-OUTLETS-FIVE 4° W ,,` PROVENZANO RESIDENCE DEMNED: CAD ME: NOTE I / KNOCKOUTS WITH _ J. HUNTINGTON M/,✓/M41AI SET-BAl/lS. \ HIGH DENSITY POLY- /' DRAYM: SCAM HOUSE TO SEPTIC TA.VI,( /O ' ETHYLENE PIPE SEALS.- J C M AS NOTED To s�Pric TAN - SEPTIC DESIGN CHECKED: PROJECT NO.: LAK,t K so' f1aZE Tb LEACH EED - 2o' R.S. MO: 92 LAA1E rb LEAC// BEo TYPICAL DISTRIBUTION BOX ' � DRAWING NO.: TOWN OF QUEENSBURY-WARREN COUNTY-STATE OF NEW YORK PROPERTY LIME TO NOT TO SCALE •' � .�'' o `� LL'ACN BED OR O/ST. 6s'Dx - /O' Dr MORBE ENC�INEEF'iIWQ P.C. 99 LOWER ENK AVE, f Cl 1Y.KY =1Q4 SHEET DATE PRINTED. OF 1992