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2015-384 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 (aw Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20150384 Date Issued: Tuesday, September 08, 2015 This is to certify that work requested to be done as shown by Permit Number P20150384 has been completed. Tax Map Number: 523400-301-009-0001-040-000-0000 Location: 38 WESTERN RESERVE Trl Owner: NICHOLAS &KERRY GIUMARRA A�p—licant: NICHOLAS & KERRY GIUMARRA This structure may be occupied as a: Septic Alteration Residential 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, 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 12804-5902 (518)761-8201 co 1 1- 2 CommunityDevelopment Building& Codes 5 8 76 8 56 P ( ) BUILDING PERMIT Permit Number: P20150384 Application Number: A20150384 Tax Map No: 523400-301-009-0001-040-000-0000 Permission is hereby granted to: NICHOLAS &KERRY GIUMARRA For property located at: 38 WESTERN RESERVE Trl 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: NICHOLAS & KERRY GIUMARRA Septic Alteration Residential 38 WESTERN RESERVE Trl Total Value QUEENSBURY,NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency MORNING STAR SEPTIC 793-2290 744-8139 107 JEWELL Rd GANSEVOORT NY 12831-0000 Plans&Specifications 2015-384 Residential Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, September 03,2016 (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 To of Q ensb i r � : , eptember 03, 2015 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT Office Us Only Q � 5 J DATE v ( S D E © E LI W Rei Tax V a I TAxMAPID •Q "'1 errlil 2Ik O 5_3 AUG 2 5 2( Permit ee 1-71 LOCATION OF INSTALLATION TOWN BUILDING OP u&CODES APPLICANT I.1 Lri e-"' PHONE/E-MAIL yrs 3 a I 2 I ADDRESS 3� `v G $��1 ✓l c„..0 INSTALLER/BUILDER: v ✓1 • "x-/ �' Ff aw PHONE/E-MAIL 7 9' ( ADDRESS: l OWNER LNC, LA,"''.'°`'f V—q PHONE/E-MAIL Address CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: 42 IA1\3 PHONE 7 5-22,76 RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed _Y X N 1981-1991 Spa or Hot Tub installed _Y X N 1992-Present YO PARCEL INFORMATION Topography t rolling Steep slope %slope Soil Nature Sand Loam Clay /&Other Groundwater At what depth? Bedrock/Impervious Material At what depth? Domestic Water Supply x Municipal Well(if well, water supply from any septic system absorption is ft.) Percolation Test Rate: per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size 150 gallons (minimum size 1,000 gallons, add 250 gallons to size for each garbage grinder or spa or Cot tub) System Type Absorption field with#2 stone Total length 0 ft.; Each trench Seepage Pit with#3 stone How many: ;size Alternative System Bed or other type? Holding Tank System Total required capacity? Tank size #of tanks Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer allow systems to be covered until such time as an As-Built plan is received & approved. The installed system must match the septic system layout on file—no exceptions. 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 know 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 D'-pos. Ordinance. Print Name: G K �- K ff� Date: Signature: Date: 8 A S/ Town of Queensbury Building &Codes Septic Disposal Permit July 2014 Town of Queensbury Building & Code Enforcement Office Mo: (518) 761-8256 Septic Inspection Report Inspection request received: Name: CIV)1M{,R9A, Inspected on: Location: 2trJE�XUO &AG— L& 1CH11Arrive: k _ p.m. Permit No.: ��S ',7i C�� Inspector's Initials: CM,rmn is andlor dia ram Soil Type: Sand I Loam I Clay Type of Water: Municipal I Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+I- _Y_N_NIA [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field I Pit Opening Sealed: _Y_N End Cap Y_N InleUOutlet Pipes&Baffles _Y_N Manholes 12"or less below grade _Y—N BUILT [provide extension collar if Yes] _Y_N Location I Separations Foundation to tank ft. Foundation to absorption Separation of Pits ft. Conforms as per Plot Plan N Engineer Report and As-Built Y_N ETU Maintenance Contract provided _Y_N Location of System on roe : Frontar Left Side Right Side Middle Front Middle Rear System Use Sta s: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Septic Inspection Report W RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 627 Maple Avenue �JG Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email ephall@nycap.rr.com Septic Inspection Report To: John O'Brien -Town of Queensbury— Building Department From: Ethan Hall Date: 4 September 2015 Re: Giumarra Residence—Western Preserve Trail Septic At the above referenced project location this office performed on site observations of the installed sewage disposal system prior to backfill and all items including the septic tank, distribution box and laterals appear to have been installed in general conformity with the design drawings. If there are any questions please contact our office. Regards, 4gr� ` r h Ethan P. Hall—Architect 70�1 �rlp Rucinski Hall Architecture AS Y:\Ivan Bell Septic(IBS)\Giumara Septic\Scptic Letter 4 Sept 20I5.doc 1 1 11; uiw. r J m tZi LEGEND 1 v - PENSKxS +•� 11 � —[ —E _ m+2 f SEWAGE DISPOSAL SYSTEM NOTES 111 - �xP�xxv.xMSMeP.P �� se"s4 e'e ,sllit Hi if 1 1 VRY.d�v.PPmn.t�bmS�b[Yu9p➢ a���Ilet 11 I MIVO WO�v 1 mY.Mva ;11 J C v Yf Y fl n6 TaeawMc mis imm�On'.dn YO y .moMw,.M a z 3m s Frt%ImTaING SEPTIC PLANPRQP$SED SEPTIC PLAN x®` ' •� x un yy x �9 um M�smo-ar.v.wv-m.r+nov G\ - a.rso.m.rm. PJ SEPTIC SYSTEM DESIGN TEST PIT INFORMATION n.rwn wl Flo mem.ow•.aw°• - xaa.ortMmx-[M.vrz.M m - _ x m.m,.nvm•rvx.l. 1 - .fMMVM iwa P-1 .w.rtc'uc rtn...uulo m a n a.lrt owax o mu[x�x c.¢w .0 P/�yM E�uwl mMe arrt M/wyY•-rt M1°'nc nPvrrwxv .uu.Y s..nvxom mvp RpD..I Y WRm•ip u1PLL uII t uM.uf yyo ExlsnNc AND ,p aoxo..m PROPOSED PLANS & DETAILS 4, D-1 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 627 Maple Avenue �JG Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email ephall@nycap.rr.com Septic Inspection Report To: John O'Brien -Town of Queensbury— Building Department From: Ethan Hall Date: 4 September 2015 Re: Giumarra Residence—Western Preserve Trail Septic At the above referenced project location this office performed on site observations of the installed sewage disposal system prior to backfill and all items including the septic tank, distribution box and laterals appear to have been installed in general conformity with the design drawings. If there are any questions please Iu office. �QgDG",Vx.. U a - i Regards, Ethan P. Hall—Architect 7O' "`, Rucinski Hall Architecture Qr Y:\Ivan Bell Septic(IBS)\Giumara Septic\Septic Letter 4 Sept 2015.doc 1 1 lea Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 � ���f Septic Inspection Report Inspection request received: q) -12-A0A5 Name: C t umc.;rYCt Inspected on: q 17-40Aaria Location: 3 �w -Tc.)/v\ me_) Arrive: 0-of is p.m. Permit No.: \5 —3 c Inspector's Initials: r i V Co me, s and/or dia•ram Soil Typ•• S.Atlay Type of Wate • f unicipal Well Water Waterline separa ion •istance ft. Well separation distance Other wells: ft. Well Casing Length 50'+/- Y N N/A [150'to well required if NO] Absorption Field: Total length `Z30 ft. Length of each trench S- l-16ft. Depth of trenches Z ft. �' i -cAA1,,FAN LA \��—� L' IS— 06 Size of Stone Z.' _ica..5 ' 0E0 N7 VOL- VF-- \c .-E-93\OtJPk._• Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Lv► hCA-k I- Tank to Distribution Box V-,‘1 yJ pQ'26 Distribution Box to Field/Pit Lk " p�35 TO yl1tij �� Opening Sealed: End Cap 7/1/ tE fl 1 S LOOOEE) k -\61\\:� -6OLIr)-CSInlet/Outlet Pipes&BafflesN Eta � Manholes 12"or less below grade N/ �\•\CA � [provide extension collar if Yes] Y Location/Separations ,� �-Tt F _D CE� 0\ 1 Foundation to tank ' ft. M`Bv CAJ �I �'��� Foundation to absorption 2-Oft. _i_ t . u` r Separation of Pitsft,/ Lc� \01) i \f t— LbC-f�o Conforms as per Plot Plan Y N _6_ `D.1 —1—Q-0.,Engineer Report and As-Built Y � `'�' N ETU Maintenance Contract provided Y N LflC --\ -L� Location of System on Property: Front Rear Left Side Right Side (-kiddie Front Middle Rear 'TO �� �,k-1—._ RF S �� siN t&, System Use Status: , ���T�©� F pproved 0 Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Septic Inspection Report Town of Queensbury Building & Code Enforcement AQ Office No. (518) 761-8256 zein Septic Inspection Report 1 , r 6-'d request Inspection re p q t rec eived: Name: 61\l-tYYNCX,YYGk Inspected on: 112544201,S Location: 56 '5,`e✓r -Q Xvt./ Arrive: y/ a.m./p.m. Permit No.: 20 t ' 3 Inspector's Initials: I/L�y� Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/- Y N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: _Y_N End Cap _Y N Inlet/Outlet Pipes&Baffles _Y N Manholes 12"or less below grade Y N [provide extension collar if Yes] _Y N Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N ETU Maintenance Contract provided Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Septic Inspection Report r� 1 1 � ; 1 1 1 1 I —EXISTING D—BOX 1' = 20'-0.. L - TOVVh1 OF OUEENSI3UI REMOVE EXISTING LEECH PED + ALL CODEb a� UNSUITABLE FILL MATERIAL IN THE AREA OF THE EXISTING TILE FIELD. REMOVE MATERIAL DOWN TO EXISTING SAND LAYER AT APPROX. 60" BELOW GRADE— IMPORT 5 MIN SOIL TO BE PLACED IN AREA OF EXCAVATION, + CONSTRUCT NEW TILE FIELD IN IMPORTED FILL AS SHOWN EP`fi lt� PLOT PLAN I HAVE SEEN OR OBSERVED ALL OBJECTS SUCH AS HOUSES, WELLS, TREES, FENCES, ETC SHOWN ON THIS DOCUMENT. I HAVE PERSONALLY M�rtS �;DjTHE� 'STANC�SETFOR�T ON THlS A!' DIM. - SIGNATURE AI -E 4 SEPTIC SYSTEM DESIGN DESIGN FLOW — 4 BEDROOM HOUSE WITH WATER SAVING FIXTURES AT;1,10 gpd PER BEDROOM = 440 gpd SEPTIC TANK REUSE EXISTING 1,500 gal SEPTIC TANK ABSORPTION FIELD — 5 TO 7 MIN. PERC. RATE — APPLICATION RATE 1.0 gal/day/scj. ft. — 440 gpd DIVIDED BY 1.0 gal/day/sq. ft. = 440 sq. ft. OF TRENCH REQ'D. AT 2' WIDTH PER LATERAL. USE 5 LATERALS AT 45'= 450 sq. ft. OF APPLICATION AREA. INFORMATION SHOWN ON 'THIS DRAWING IS TAKEN FROM SARATOGA COUNTY TAX MAP INFORMATION AND NOT FROM ACTUAL `TOPOGRAPHIC SURVEY LEGEND — — PROPERTY LINE — -- — -- — -- — -- — — PROPERTY LINE SETBACKS — — — — —330— — — — — EXISTING CONTOURS 330— NEW CONTOURS E E UNDERGROUND ELECTRIC SERVICE — SS — SS SANITARY SEWER — W — W WATER SERVICE E/P EDGE OF PAVEMENT GAS GAS UNDERGROUND GAS SERVICE 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 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 SCM 40 PVC "T" AT INLET AND OUTLET. — INLET 12 BELOW FLOW LINE, 6" ABOVE FLOW LINE — OU -11 -ET 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 SEPIIC 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 J01 ENDED- TO PROVIDE SUBSURFACE SEWAG E -D1 )POSAIL I'ONLY FOR THE LOT IT IS :: HOWN 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 1'0: LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. SEPTIC TANK SMALL 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 TI-IREE 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 7-0 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. TOWN OF UE nl ql I ' �y BUILDING &CE. Reviewed Sia TEST PI a INF=ORMATION at' TEST PIT INFORMATION TAKEN JULY 27, 2015 BY ETHAN P HALL RUCINSKI HALL ARCHITECTURE TP --1 0-3" TOPSOIL D 3-24" MED BROWN/TAN SAND -pox 24-57" FILL MATERIAL �z 57-86" NATIVE. SAND MED/LT BROWN NO MOTTLING NO GROUNDWATER Giumarra, Nick BP 2015-384 38 Western Reserve Trail Residential Septic Alteration 301.9-1-40 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. CAD FILE NAME ACAD\IBS\GIUMARA\C-1 DRAWING TITLE EXISTING AND PROPOSED PLANS & DETAILS DRAWING No. C-1 o a �-- w Z DCziZ W ZQ~ WoW WWZ) _ Wz0- z C) LA 0 Z_U O LL 0 4 W O 3 o � O OZ _j N W W F y o D_ Lo OWE �— (:u3 o r a cl��o Z a 0 O� _Lo V)V FKW a= Q' .` Od FT OF- -01 �� `tn ci Z i v a 00 Q ¢ z d Q O --o Lo (L), - U U C ~ 4 Q uj Cq ) w W c(0 V >L° 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. CAD FILE NAME ACAD\IBS\GIUMARA\C-1 DRAWING TITLE EXISTING AND PROPOSED PLANS & DETAILS DRAWING No. C-1 x —I m INFORMATION SHOWN ON THIS DRAWING IS`TAKEN I FROM SARATOGA COUNTY TAX MAP INFORMATION AND NOT FROM ACTUAL TOPOGRAPHIC SURVEYo .LEGEND PROPERTY LINE Ii I C — — — — - — — —— PROPERTY LINE SETBA :KS N 0AS—BUILT 4 SEPT 2015 co —330— — — — — EXISTING CONTOURS ; { Na.+ DESCRIPTION I DATE N LnI I \\ `\ 330 NEW CONTOURS l { REVISIONSQ \ I t N I \ I \ \ ECTR C 'SERVICE � a,..l E E UNDERGROUND EL \\ \ ! `o I I SS SS SANITARY, SEWER i I o r \ I Q 1 I \ \ W W WATER SERVICE i W W z , I 1 I ! zea I E/P EDGE OF PAVEMENT CJ z \ o rz v w Vow ` I e GAS GAS UNDERGROUND GAS. ;SERVICE I'°'- w w Z o_ \ azo I \\ I \ i rcw> o I \ \ t 7 a o o z JOz to I SEWAGE DISPOSAL ..SYSTEM N ,�TE I O m I 1 E w0 � \ \ \ w F ui O THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE! OFI ;®R DURING v >- o C o = o n I CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL`OR THE ,Y _ rn o o I \ cn 0 F-- ne w ca - I TOWN BUILDING INSPECTOR. _ ; 0� o Lu Z r DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS U v 00 co L a Z SHALL COMP,LY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE o u)� 0 Ln P H = / I / DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - ;INDIVIDUAL` 0 _0 o Q I / / HOUSEHOLD i SYSTEMS APPENDIX 75-A. o S .N o` o a E of I { I - i SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED � w ca to > w / I / GRAVEL. SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET' WORK IS TO BE AS SHOWN & I / - INLET 121 BELOW FLOW LINE, 6 ABOVE FLOW LINE �. NOTED AND IN ACCORDANCE _ - OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE `' , ,� WITH MANUFACTURER'S 3" AIR SPACE ABOVE "T" TO TOP OF TANK RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, !ETC., SHALL BE RECOMMENDATIONS AND I CONNECTED',TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER GENERALLY ACCEPTED LOCAL � \ J SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE;'S CONSTRUCTION INDUSTRY / I _.�`\ / ---_._.__�..� ; , ,� , , � PRACTICES. THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN, :100 OF A - ! CLASSIFIED BODY OF WATER. 1 I / SLOUSE OPS 1 ®SEPTIC PERFOOTK:SEP"0 PVC TIC TANK TO®ULE 40 NTH D STRIBUTION BOX 4NPVC MINIMUM 26 ° I EXIST. / ! � , I EXIST. I / PAVED i / I PAVED i J I WITH TIGHT JOINTS MINIMUM PITCH 1/8" PER FOOT. SANITARY 4bISPOSAL FIELD: I DRIVE EXIST. / I DRIVE EXIST. / 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16- PER FOOT, CAP ALL ENDS. RESIDENCE i RESIDENCE 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' SEW,AGE BACKUP INTO I EXISTI IG EXISTI G THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO I SEP` TAN I SEP TAN PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL TO REMAIN ENDS OF ALL LA ALS -�-iia TO JREMAIN SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS SNOT REMOVED BY I ' / TO BE TIED T+GE E�2 W'! 1 THE SEPTIC TANK. ( A , (� i " .. AND CONNECTED T a _ THIS DESIGN - _=- _ -_-_ --- -- CARBON-CARBON -AT IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FO' R` - -- I EXISTING D-BOX / I ti• / EXISTING LIGHT POT / THE LOT IT SHOWN ON. NO ADDITIONS INVOLVING`LIVING OR SLEEPING AREAS �•'+ TO BE REMOVED 1 d� _ • I LOCATION I J MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL.OF `fWE BOARD OF - I ;m / m / HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. 3 I I� D / THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES: CERTIFICATION FOR EXISTING TILE FUTURE EXPANSION OR REPLACEMENT. � I � n FIELD LATERALS L J i. / L._..1 / DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: , TO BE REMOVED I ` - -- I / I / LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS,' SINK FLOW �r I �` `� �-� m / RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. II ' • I __ __ - j �, SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE, SCUM AND SLUDGE a� EXISTING UNDER - ----- _ _ J ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE!I,H ULER. THE cn EXISTING WATER I ' - = - - -