Loading...
97-278 CERTIFICATE OFCOMPLIANCE TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date -July 2 19 97 This is to certify that work requested to be done as shown by Permit No. 97 18 has been completed. This structure may be used as a SEPTIC ALTERATION Location 45 ASSEMBLY PT. RD . Owner PARRY, NANCY B. By Order of Town Board TAX MAP NO. 5 . --1-33 TOWN OF QUEEN SBURY Director of building & Code Enforcement BUILDING PERMIT VALUE $ 0 TOWN OF QUEENSBURY No. 97278 TAX MAP NO. 5 . -1-38 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to FARRY, NANCY B. OWNER of property located at 45 ASSEMBLY PT. RD. 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. 1. OWNER'S Address is 45 ASSEMBLY POINT RD. QUEENSBURY, NY 12804 2. CONTRACTOR or BUILDERS Name 3. CONTRACTOR or BUILDERS Address 4. ARCHITECT'S Name 5. ARCHITECTS Address 6. TYPE of Construction—(Please indicate by X) SEPTIC ( )Wood Frame ( )Masonry ( )Steel l ) 7. PLANS and Specifications SETIBIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS 8. Proposed Use SEPTIC ALTERATION $ 25 99 PERMIT FEE PAID —THIS PERMIT EXPIRES June 5 19 (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.) 5 June 97 Dated at the Town of Queensbury t is Day of 19• � � �} Q c for the Town of Queensbury SIGNED BY ' lcJ����"�+ °��- ',ding and Zoning Inspector Application for SEPTIC DISPOSAL PERMIT a • STAMP RECEIVED VI?D' 714\550m b A 1 Location of properly forr installation: ' / PO Aw r Owner's Name 4)4'if c Fil 71 V I'I;itMI•T NUM))ER0�---tt Owner's Mailing Address: 4•55.fi/I152' v0itil C1.1 ' 7 MEllFEE PAID Z installer's Name: Phone #: tri Number of bedrooms (if residential): 3 i"s'i e;0 (- oft clol(Gt.0..ti Te,te1-s 4 Low t l # s Total daily now (residential - compute (iij1S.rilgal. per bedroom): Z?O 4'0 Topography: i XJ Flat Rolling I I Steep Slope % of Slope Soil Nature: 1X Sand ' I Loam I-1 Clay Other /Dept „ Ground Water: at what depth? NJeil41 e 2 Z K feet " " 5- ` e 'L<< )At Bedrock or Impervious Material: at what depth? 61aeUN •02 1997 , 1 , s , , Percolation Test: 1-1 Not Required Required/Rate l2 ' 1' nrnt Ix•t jnt.h, Domestic Water Supply: I 1 Municipal r Well 1 1 Other kl-t�e}` • If domestic water supply is a WELL: water supply from any septic absorption is ��0 feet PROPOSED SYSTEM: Septic lank:1)000 gal, (minimum size: I,000 gal.) 'tile Field: each trench 3 4- feet. / total system length 110 feet. Seepage i'il(s): number of kf.k. / size each: ft. x ft. Size of stone to be used: # N4 / depth or thickness feet. BOLDING TANK SYSI•FM: (if required) Number of tanks: • Size of each: gal. • • ILa" Alarm system and associated electrical work to be inspected by a certified agency. For your prorec:lion, please note that pursuant to Section 136-29 oldie 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 o fan a p plicant, shall be void. 1 have read the regulations with re.tpect to this application and agree to abide by these and all requirements oldie Town of Queensbury Sanitary Sewage Disposal Ordinance. Signature o jrespnn.cib"e person: Date: COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.f) ��� Main Office 357 Elwyn Terrace — Manheim,PA 17545 7 MUNICIPAL CERTIFICATEAt - ELECTRICAL APPROVAL Panel Board No. Cerert..i V�°,r 9 9 6 5 Cut-in Card No. Owner `,A' ' l� i/ o'A N Occupant //�� pn fir' Location Sf:.5 /4S5 1 MI `� t K °' C.� c.G.z2eti fy Installation Consisting of.S itj e4:72 T 4$1 (L1 Air wit e)/UL ! Installed By 4---1411( Lic. # The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:— This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations, application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makin inspe' o^s at any time,and if its rules are violated,the Company shall have the right to revoke c r in 6`Date .7' -l G '2 INSPECTOR `' tuber N.F.P.A.,I.A.E.I. - 7:155 ‘1 *1 ///) TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 Bay Road Queensbury NY 12804 518-745-4447 SEPTIC DISPOSAL SYSTEM INSPECTION Name \-G\xmir Location � C ) -T ) S� Y1'��'?(tA ? Date -1) - 7 Permit #97 SOIL TYPE: Sand-Loam 1 Results of Per-colation Test- (if applicable) Rat Minut /Inch TYPE OF SYSTEM. ABSORPTION FIELD: al Le gth- Length of each t Depth of trenches • Size of stone SEEPAGE PITS: Number- } Size - ft. x ft. Stone size PIPING: ype Bldg. to Tank L�ti4 .,�Twikk Tank to Dist. Box _ �� Dist. Box to Field/P � _" .a?, Openings Sealed?•.rsMikrk . Par i al „ LOCATION/SEPARATIONS: Foundation to Tank __ feet Foundation to Absorption feet Separation of Pits feet Conforms as per Plot Plan <-1-47- JIo LOCATION OF SYSTEM ON PROPERTY: (circle one) Front e - figh L ft Side - t Sid , Middl ar - Middle Rear COMMENTS: 01*.-- aElkr SYSTEM USE APPROVED: YES NO :;-2 Arrived: Departed uil ing'Inspe or TOWN OF QUEENSBURY BUILDING & CODE.ENFORCEMENT 531 Bay Road Queensbury NY 12804 518-745••-4447 SEPTIC DISPOSAL SYSTEM INSPECTION Name Vc...„‘ Ncy-L.. AianQ.t_,k \ ) Location 245 �`sQrA (� q O Date (p 7Permit # 7� SOIL TYP . and- :am-Clay- 21c Results of Pe .olati ;_est- (if applicable) • : ; to/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total Length Z.©O Length of each tref ch .t.- E Depth of trenches kp,yF�VA ggjr �, Size of stone --$Z SEEPAGE PITS: Num r- Size - ft. ft. Stone size PIPING: Size Type Bldg. to Tank tJo1- t.,�_-tA tE2 k Tank to Dist. Box 11 _"z ' ___ 4. 6 qta Dist. Box to Field/Pit ytt ' •vC 1100'— Openings Sealed? Yes No 'artial LOCATION/SEPARATIONS: ������ Foundation to Tank ad eC ee't Foundation to Absorption y{-feet Separation of Pits feet Conforms as per Plot Plan Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS: dr`N" "APPROVED: (.XES T) NO Arrived: t r Depar uit i pector 01 w�s, 1 I 1 RECOMMEND ALL ACCESS k CLEANOUT OPENINGS APPROXIMATE BE RAISED TO 6 BELOW C • VENT MATH FINISH GRADE FINISH GRADE. BIRD SCREEN M FNWI er .•v.r. n c ACCESS HATCH WITH LOCKING COVER CONCRETE OR STONE �,,,. :: sh•r MARKER ABOVE ALL �'T *1 • •"`''•R' ;o BURRIED COVERS 2"1ti VENT ABOVE TO SEPTIC TANK ELECTRICAL RECOMMENDED: 41 a s - flier Ii•: n i s p�K* JUNCTION FT I LABOVE LIQUID LEVEL. GALVANIZED STEEL BOX LIFTING CHAIN — !'^ a•""_ G� ©4,� s !1 ::.•. FINISHED . c GRADE INLET BAFFLE •' •• ' 12" MIN. COVER OVER 1 Lt- 1 3 ALL STRUCTURES O �0 b C LIQUID LEVEL • gIIER t: SITE 1 DISTRIBUTION BOX : �.( t� SEWER BY FORT MILLER OR IN. SLOPE 1 S*Lt • EQUAL a 1/4" PER FOOT � ��"P'� PUMP 2" DIA. FORCE 6 NORIN OUEFNSRURY ' z �. MAfN SEAMLESS 1,000 GAL. LAG PUMP FLEXIBLE COUPLING Q X_ ., EYfRGENCY SQUAD SEPTIC TANK ALARM ON �.. f"r.", I'uin! •v..-. BY FORT MILLER OR INLET & OUTLET " DIA �':" BURNT EQUAL BAFFLES >!C ° yi HILL PUMP �� 0 0 � L OUTLET INVERTS 6RAYTON `pOQO `PEA TO BE SET AT EXACTLY THE SAME X (V PUMPS OF 1 GRAVEL USE SPEED LEVELERS ROCUK DISTRIBUTION BOX DOO _ ..'`.•_ ..�.: ..,. ..� : •A: .`• N.T.S. ' 9L `n tO 4'-0' I.D. PRECAST CONCRETE MANHOLE WITH INTEGRAL BASE s��Y FLOAT INSTALLATION OF DISPOSAL FIELDS WI - MINIMUM 2x WIDTH AND FLAT SLAB TOP. WITH MAXIMUM 4x WIDTH AS MANUFACTURED BY FORT MILLER WEIGHT (TYP.) 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, OR EQUIVALENT AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. DEPAEFFLUENT PUMP STATION ASTMRF481N 76 INSTALLATIONT OF HEALTH OF THERMOPLASVIDUAL TIC PPE ANSYSTEMSD AND LOCATION PLAN CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. NOT TO SCALE ::. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS T�'1 OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN.SEPTIC TANK AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, 0 [� N.T.S. THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED O t� * SET FLOATS SO A MINIMUM OF 88 GALLONS AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN SMEARED SECTIONS OF TRENCH. .44 SEPTIC TANKS will BE PUMPED DURING ONE PUMP CYCLE. 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED BUILDING = z E-4 PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE ul POLYETHYLENE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND 1 W 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK NOTE: STANDARD FIBERGLASS OR PO OTHER WASTE MATERIAL IN THE STONE AND PIPE. �1 �1 ^ STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE PUMP BASIN MAY BE USED IN PLACE OF PI. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE 4T� �1 � �•y AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. PRECAST CONCRETE. IF BASIN IS OVER RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT V 1 60 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR 48 INCHES DEEP USE ANTIFLOATATION COLLAR CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS 14 GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ON BASE OR OTHERWISE ANCHOR AGAINST OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID SEPTIC SYSTEM DESIGN N T1 WITH THE: HOLES DOWN IN ALL CASES. V 44 ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS FLOATATION. NECESSARY TO ACHIEVE A STABLE FOUNDATION. EI. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL11-4 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. FROM THE DISPOSAL FIELD. DESIGN FLOW - EXISTING 3 BEDROOM HOUSE W/WATER SAVING �, TT V 1� or REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR FIXTURES&NEW 1 GAL./FLUSH TOILETS=270 GPD ^ O z TO SPREADING FILL MATERIAL. P-4 z p 4. POLYETHYLENE SEPTIC TANKS AS MANUFACTURED BY 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. SEPTIC TANK - USE 1000 GALLON TANK W . R NORWESCO OR EQUAL MAY BE SUBSTITUTED FOR THE PRECAST CONCRETE. IF POLYETHYLENE TANK IS USED 9. PLACE FILL AND ALLOW TO S STABILIZE IN ACCORDANCE WITH NEW YORK STATE z C-+ ^ OWNER MUST ASSURE THAT TANK IS NEVER PUMPED DEPARTMENT OF HEALTH STANDARDS M� OUT OR OTHERWISE EMPTIED DURING PERIODS OF HIGH ABSORPTION - 12 MINUTE 30 SECOND PERC.RATE=0.8 G AY F FIELD MOTTLING AT 22 INCHES-USE RAISED TRENCH SYSTEM GROUNDWATER, POLYETHYLENE TANKS MUST BE WITH FILL MATERIAL TO PERC AT 11 TO 15 MINUTES/INCH EQUIPPED WITH INLET AND OUTLET"TEES"TO SERVE AS BAFFLES. 270 GAL/DAY-0.8 GAL/DAY/SF=338 SF OF TRENCH REQUIRED - USE 5 TRENCHES 34FT LONG=340 SF GEOTEXTILE - NEED BASAL AREA OF 270 GPD/0.2 GPD/SF= 1350SF SOILS DATA SPACE TRENCHES AT 7 FT OC THEN BASAL AREA= 1365 SF 18" MAX SEWAGE PUMP --USE GOULDS EFFLUENT PUMP MODEL GL88SWE03L TO DOSE FIELD 6' MIN. 0-8" TOPSOIL - SIZE DOSE TO FILL 80%OF THE DISTRIBUTION PIPING=88 GAL. 2" MIN 0 8-20" FINE SANDY LOAM - USE STANDARD GOULDS PUMP PACKAGE PUMP STATION WITH o . -y� —� 20-36" LOAMY FINE SAND-MOTTLING STARTS AT 22" FLOAT CONTROLS AND HIGH LEVEL ALARM WHICH IS TIED INTO A SOLENOID VALVE IN THE WATER SUPPLY PIPING SO THAT THE WATER III - N THE IS REACHED. 5'-0' 2'-0" 6"�RNP0 " WILL STANDARD GOULDS FIBERGLASS BASIN LEVEL D FOR PUMP CYCLE V) 2•_0 4 PERFORATED PVC LATERAL, PERCOLATION RATE- 12 MIN.30 SEC. N 15x wAxlwua LAID LEVEL VOLUME OF 88 GALLONS MIN. IF BASIN IS MORE THAN 48 DEEP USE F+y CROSS SLOPE NOTES" SOIL&PERC.TEST BY NACE ENGINEERING 5/20/97 ANTI FLOATATION COLLAR ON BASE OR OTHERWISE ANCHOR ON SLOPED SITES 1. END OF ALL DISTRIBUTOR PIPES MUST BE AGAINST FLOATING. OVERFILL To ALLOW r, FOR SETh1�ENT PLUGGED UNLESS INTERCONNECTED. co 2. ALL LATERALS TO BE OF EQUAL LENGTH. �+ V N STANDARD ABSORPTION TRENCH PROFILE z 0 c EARTH cE0T17(TILE N.T.S. FILL 10 4" PERFORATED - F� z Y LATERAL AMI1. _ (�►�ILO x �rC�Cv T'1 l_. n� M�1 '".E io D 3/4" TO 1 1/2' CRUSHED STONE 6'-0" to N y to .r•�•1 V GROUNDWAAnON ,,^^ U f STANDARD ABSORPTION TRENCH SECTION N.T.S. z v 0 W .A z O yj O V � ASSOf1BT1ON TRENCH (SEE STANDARD ABSORPTION TRENCH) ALL AROUND TYP. ALL ARM O t_� 1 — - Fm �w�t 1�• w l W 6" TOPSOIL do SEED TO MIN 0� Q40- �� � 3 /•.)v 3 s9_ldS � c I o U;.� 34Z•11l ( T .41!4 I I .c 3 MPX VARMBL.E M'��C � ` ( DRAINAGE SWALE A BOTTOM OF TRENCH E,� s�',~� S¢Q�� 'T'av�tt. dY WapJ i 1 `/ D 'To be re•r,o v ed• IN � ?J G���,,�• F,�e P f I �+1343 7 ON UPHILL SIDE ELEV.344.3'MIN. �n 41i1 A/e- / 000 �• Jr• f OF SLOPED SITES (�1°� `' :r- SEASOLHIGHGROUNDWATER G�a�lbH Sep�i cTQ�k" i I T�s� �11 1 �l �VN'O 7 W Datw MAY f (MOTTLING) ELEV.341.3' Q07— CAREFULLY SELECTED FILL MATERIAL ( 1 ® .F .i 1 i TOVrI I Ll a=�' UR WELL-GRADED _ BUILDING ND CODE GRADED LOAMY SAND GRAVELS, WELL + I r o S. F. 1 OR ORIGINAL GROUND ELEVATION VARIES New v,, . p �sn CONTAINING A MIN. G VEL SILTS 343.1'MIN. TO 343.7'MAX. NOW- ,ate. Tom OR CLAYS. NO ORGANIC DEBRIS, AND 1. REMOVE LEAVES, ROOTS, PLANTS AND ( ' NO SOLID OBJECTS LARGER THAN ORGANIC DEBRIS. PLOW SURFACE PRIOR t 1 I 3 INCHES IN DIAMETER TO SPREADING FILL MATERIAL — IN PLACE PERCOLATION RATE 2. DO NOT USE HEAVY EQUIPMENT NATHIN OF BETWEEN 5 AND 30 MINUTES. � RAISED ABSORPTION TRENCH SYSTEU THE ABSORPTION FIELD AREA. 3 PLACE FILL AND ALLOW TO STABILIZE 8C010 A$NOTt® N.T.S. IN ACCORDANCE MATH NEW YORK STATE - - - DEPARTMENT OF HEALTH STANDARDS. I Exl s1yny FC.Ecc� f�o� �-7 L 1 v1CI( Xq �C - X X x— T TOWN OF UIzy PLAN BUILDING DEPt 49010 REVIEWED B SCALE 1"=20' DATE SHEET 1 OF 1