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2007-591 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20070591 Date Issued: Friday, September 28, 2007 This is to certify that work requested to be done as shown by Permit Number P20070591 has been completed. Tax Map Number. 523400-309-013-0001-021-000-0000 Location: 30 OHIO Ave Owner. GAYLE M CHALICH Applicant: GAYLE M CHALICH This structure maybe 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 (2t 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070591 Application Number. A20070591 Tax Map No: 523400-309-013-0001-021-000-0000 Permission is hereby granted to: GAYLE M CHALICH For property located at: 30 OHIO Ave m 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 QueensburyZoning Ordinance. Type of Construction Value Owner Address: GAYLE M CHALICH Septic Alteration Residential 30 OHIO Ave QUEENSBURY, NY 12804 Total value Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2007-591 SEPTIC ALTERATION RESIDENTIAL $25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, September 20, 2008 (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 o ee h , September 20,2007 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement . ...........................r.r.-.r.-....-.-•v...••.r••...r••..r. ..• �..•7..-..--- -. ---� i '7fJ f _ jr OFFICE USE ONLY 'y / N � ' �/ ! i TAX MAP NO. PERMIT N0. PERMIT E l APPROVALS: ZONING TOWN CLERK ':; •--••--------• ..............................'------- - ' '.--.........-.... ... APPLICATION FOR SEPTIC DISPOSAL SYSTEIVI• E F QU NS '' Y I���iN.� & CODES A PERMIT MUST BE OBTAINED BEFORE WO K BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSU NCE OF A VALID PERMIT. /' OWNER: (.'�- L5ce'l !/• -4 - INSTALLER: / ADDRESS: XLC ADDRESS: PHONE NOS. PHONE NOS. LOCATION OF INSTALLATION: »».» ...».........».-»....»».N»»». -.....................».....»..»».».».»..»»....................,»»». ».w.. ._»...»...............»»»»..................... RESIDENCE INFORMATION: YEAR BUILT NO OF X COMPUTATION= : TOTAL DAILY FLOW »BEDROOMS »....•...».....„..»._•...-..»»».». .. » »».............•._.....•.f G1i16AGE GRINDER 1980 or older r »1- X 154 gallon per bedroom _ µ„�' Q »x » INSTALLED? » 1981 -1991 X 130 gallon per bedroom : , SPA OR HOT TUB 1992-present .»...N»....•.»...N.N»»..».»...•.X.N....»„114 gallon per bedroom... ...»_•.»..».».....».....N...».....»..........N. ...........� INSTALLED? PARCEL INFORMATION: ✓ ,TOPOGRAPHY: FLAT ROLLING.-,ZSTEEP SLOPE %SLOPE ✓ SOIL NATURE:SAND LOAM CLAY OTHER ✓ QRQUNDWATER: AT WHAT DEPTH? BEDROCOMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL- (I F WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. 1 ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH (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 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:-Q(0GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: FT. SEEPAGE PITS}: HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED:# /DEPTH OR THICKNESS FT ✓ BED SYSTEM SIZE: r/ X ` y ✓ ALTERNATIVE SYSTEM: I � 11,V LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(if required) NO.OF TANKS: /SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. I�OTA� II.I•NINN•1•1• xpll.l .4N1.{N•IN•N .1.1.1•{•NNxI•l.wN•YNIN• •.N•I.......NNN•I•IYN•1•VI.NNwN.NwN•xNxNN•I.Nw.NNNNIN.•NNNNN.w.NtN.NNNx41N.INYARMSYSTEMAND ASSOCIATEDELECTRICAL WORK MUST BEINSPECTED BYTOWN PPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. 4 NNw.N4NN4N1•NNN4wN.tN.IN.1•NNxI.N.•ItiNV.1..•Nl•1•I•I.1•NIN.px1.1.1•V.•.•I.1•I•IN•!.1•I.N.N•IN.1....•..NI•N................... VV•1•V.•x.•.•Nxx.. ..•t...x..wWx.•.•IYN•.•.•NI.Nt•Nw..•1•:•xxNxxw.N..I.INrNi•Nl•N.VNN•N..pl•..NNx..1•IrN1.N1.1.1.14NwWN.1•V.•NI•1 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 QUESTIONS? CALL 781.11M OR EMAIL agree to abide by these and all requirements of the Town of agde, aueensaurvss,et Queensb Sanitary Sewage Disposal Ordinance. V1SIT OUR WEBS1TE FOR MORE INFORMATION WWW m en�aurv_aet nature of Person spo slb Date Town of Queensbury • Community Development Office• 742 Bay Road, Queensbury,NY 12804 Septic Inspection Report Office No. (518)761-8256 Date Ins nest received: r Queensbury Building&Code Enforcement Arrive: m/ part: am/pm ` 742 Bay Rd., Queensbury, N 12804 Inspect s In is: NAME: PERMIT NO.: LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil T : Sand Loam Clay Type of Water: Municipal Well Water Waterline separation distance Well separation distance Other wells: ft, Absorption Field: Total lengthft. _ Length of each trench ft. Depth of trenches ft. Size of Stone Seepaqe Pits: Number Size: x Stone Size: piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit Openigg Sealed: Y N Partial End Ca In) Outlet Pipes&Baffles Y N Location/Se rations Foundation to tank Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N En ineer Re rt and As-Built Y N Location of Sy Property: Front ear Le ide Right Side Middle Front fiddle Rear sylgrn U s• Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 M6- Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: `_W- am/ Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspecto s Initials: NAME: LPERMIT NO.: -74 LOCATION: INSPECT ON: -- RECHECK: Comments and/or diaor m Sail T Sa Clay Type of W . unici Well Water _ Waterline se ra n jj9tance Well separation distance ft, Other wells: ft. Absorption Field: Total lengthft. LeggLh of each trench ft, Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping S' Type, Building to tank Agb Tank to Distribution Box ► 1, Distribution Box to Field Pit -Opening Sealed: Y N Partial End Ca In Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption z ft. Separation of Pits ft. �� Conforms as r Plot Plan Y ���N u E ineer Re rt and As-Built Y N Location of System on Property: Front Left Side Right Side Middle Front Middle Rear System Use Status: proved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 021006 Last revised 1/6/05 Soil Testing _ = i Percolation Rate-1 min 26 sec per inch WrJE ti Test Hole- 0 6 inches topsoil Rp 79 - a'At 6-32 inches bm med-fn FED' , ti�o1 32-60 inches It bm med-crs sand No mottling or groundwater water observed. bvcd '10 Notes 1 1. See Drawing 1 for additional details and specifications. lo' o 2. Contractor to field verify all existing conditions prior to start of o construction. Notify Engineer of discrepancies. BsoRP 3. Contractor to field locate all existing septic system components prior E,��iSTING 2D + to construction for coordination with new system specified.Contractor to remove and properly dispose of all existing sewage components not 5•F.D � indicated to remain. I - g 4. Contractor to field verify existing house sewer and coordinate with :GE F P � septic tank location and other system components indicated. Re-work 20M house sewer outlet and trap as required.Install cleanout between septic tank and house sewer at location acceptable to owner. ,L FIE GARA&C r 5. Contractor to lay out entire system to verify depths, invert elevations, ►NTOU boundary lines, and setbacks in accordance with all state and local e.Nce U046 regulations prior to construction.Where lot lines are not known or cannot Rep R of tar=s 1"= 2.0 be verified from survey markers, contractor shall employ surveyor for field verification of property line locations prior to construction. !� 6. Notify Engineer for field observation after system installation and prior to backfilling. 'ROJ ECT: GAYLE CHALIGH ` "```` ' 7.It is Contractor's responsibility to coordinate and verify access required 30 OHIO,AVF CofiE"UW to complete work specified with owner prior to construction. 309. -21 (0.14 AC) 8. All disturbed areas to be topsoiled, seeded, and mulched after OMF.D. 144 backfilling and re-grading as necessary to owners satisfaction. !s be M ICI VVATEF� �e -S E PTI['_ P I (IT P 1 e KI r , C, 1 - sinnPu . yK , x , � REMOVE EXIST. SEWAGE SYSTEM COMPONENTS AND DISPOSE OF IN LEGAL MANNER. RE-PLUMB HOUSE SEWER AS REQUIRED FOR NEW SYSTEM SHOWN. CONTRACTOR TO PUMP AND FILL EXISTING SEPTIC TANK AND SEEPAGE PITS. FIELD LOCATE PRIOR TO CONST. '3. pWWI (7) 36X48 ELJEN GEOTEXTILE SAND ' FILTER MODULES 28 FT TOTAL y Y' ( ) —7 Soil Testing Percolation Rate-1 min 26 sec per inch C� Ew4CE WiJE � Y, Test Hole- 0-6 inches topsoil ROp. I9P 35't 6-32 inches bm med-fn s r" 'titil a1 D-OW 32-60 inches It brn med-crs sand No mottling or groundwater water observed. S&Prc TAr1- Notes ,l 1. See Drawing 1 for additional details and specifications. 2. Contractor to field verify all existing conditions prior to start of construction. Notify Engineer of discrepancies. EX�STIN� O i 3. Contractor to field locate all existing septic system components prior to construction for coordination with new system specified.Contractor to 13R f , .n remove and properly dispose of all existing sewage components not ,F•1�" indicated to remain. C4. Contractor to field verify existing house sewer and coordinate with septic tank location and other system components indicated. Re-work /• house sewer outlet and trap as required. Install cleanout between septic tank and house sewer at location acceptable to owner. &A9 5. Contractor to lay out entire system to verify depths, invert elevations, boundary lines, and setbacks in accordance with all state and local a"Ce Uelic 46 regulations prior to construction.Where lot lines are not known or cannot REAR of uar-v I"- 2o' be verified from survey markers, contractor shall employ surveyor for field verification of property line locations prior to construction. 6. Notify Engineer for field observation after system installation and prior to backfilling. PRO — GAYLE CHALICH- 7.It is Contractor's responsibility to coordinate and verify access required 30 OHIO AVE, QUilE48B Y / to complete work specified with owner prior to construction. 1 -21 (0.14 AC) Q/� 8. All disturbed areas to be topsoiled, seeded, and mulched after 1 B OM S.F.D. l7 7 backfilling and re-grading as necessary to owners satisfaction. M ICI WATER j /S. L -SEPTIC PLOT PLAN PROPERTY LINE -- -- BACKFILL 2 SEPTIC DESIGN .. TOPSOIL - CONCRETE OR STONE � MARKER ABOVE ALL BURRIED COVERS RECOMMENDED. WELL I -CAM - POND OR LAKE I PVC PERFORATED LOCATION: Gavle Chalich - 30 Ohio Ave. I PVC PIPE CONN. TO UNITS i\ F COVER XTILE FABRIC N o DESIGN PERCOLATION RATE: 1-5 MIN/IN INLET BAFFLE O SOIL APPLICATION RATE: ELJEN 1.72 GPD/SF ALL STRUCTURES o i WELL MEAN HIGH WATER ' (ELJEN) 12" MIN. COVER OVER MARK/ELEVATION I ELJEN MODULE NUMBER OF BEDROOMS: 1 Z CONCRETE SAND I � I I �,:.;'�.. � 6-HOLE z �• ,.. MINIMUM SEPTIC TANK CAPACITY: 1000 GALS DIST, BOX (BOT. & SIDES) •„ •.., o I DESIGN FLOW RATE: 130 GPD FROM TANK (NEW STD FIXTURES 130 GPD PER BEDROOM) Ou ( ^ I •• 6" TYP SYSTEM TYPE: ELJEN GEOTEXTILE SAND FILTER ., Q 0 3 -0 ( •) MIN. 1/8 PER FT. I I GROUNDWATER OR - m ousE ( IMPERVIOUS 4'-0" MINIMUM AREA REQUIRED: MIN. 5 UNITS PER BDRM. °O° °°°pOOo°o ALL 4" OUTLET INVERTS CIA, MIN. SIZE OF TRENCH SYSTEM: 4 FT X 20 FT pO°O°°�'°° TO BE SET AT 0 ISAND 0 R EXACTLY THE SAME >; GRAVEL ELEVATION. x z I I INSTALL MIN. (1) ROW OF 7 - B43 GEOTEXTILE MODULES (USE OF SPEED LEVELERS •• SEPTIC TANK I (SEE PLOT PLAN FOR LAYOUT) ENCOURAGED) N TYPICAL ELJEN MODULE SECTION DISTRIBUTION D-BOX SEPTIC TANK B O X I►..a �- -� N.T.S. M..� I I I N.T.S. a� ao 0-BOX ^' I ELJEN TRENCH INSTALLATION 1. CAREFULLY LAY OUT SYSTEM COMPONENTS AND BOUNDARIES DEFINING THE LOCATION AND arj �j ELEVATION FOR ALL COMPONENTS. I I I I I 2. DIG TRENCHES AS DETAILED. DO NOT RAKE TRENCH BOTTOM AND MINIMIZE WALKING AND SEPARATION DISTANCES FROM WASTEWATER SYSTEM COMPONENTS ?U) N I I I I OTHER ACTIVITY IN TRENCH. A ROUGH PLOWED-LIKE SURFACE WITH BACKHOE TEETH MARKS WELL OR TO STREAM, C b �0 �.y *.mooI I I I IS BEST TO MAXIMIZE INTERFACE BETWEEN NATIVE SOILS AND SPECIFIED CONCRETE SAND. SYSTEM COMPONENT SUCTION LINE WETLAND. WA ERCOUR DWELLING PROPERTY LINE o 3. ADD 6-INCH LAYER OF ASTM C33 SAND WITH <10% 'PA AND <3% SE SEWER ' CAST-IRON PIPE 25' 3' 10' v w� aq" • . PASSING #100 SIEVE A HOUSE 25 I I I I I I PASSING #200 SIEVE WITH COEFFICIENT OF PERMEABILITY >5 Fr SAND SHALL EXTEND TO (VT ATE PIT JOINTS). . .50.'_ OTHERS MATERIALS c ad , . . . . . , . . . . . . 3, �� SEPTIC. ,TANK. . . . . . . . . . . . . . . . . . . . . . . 56 . . . . . . . . . . . . . . . . . . . . . 50,. 10 16 . . . . . . . � I I I I I BOTTOM OF ELJEN MODULE ELEVATION AS DETAILED. COMPACT AND RAKE SAND TO ENSURE EFFLUENT LINE TO 50 50 10' 10' I d Z py IS SUFFICIENT TO STABILIZE THE SAND, DO NOT USE I PE ELEVATION A HAND TAMPER D DISTRIBUTION. BOX pp ■r■1 VIBRATING PLATE STYLE COMPACTOR. DISTRIBUTION BOX, . . . . _ 166' 166' . , 20' 16, ; Z- b 4. PLACE GEOTEXTILE FILTER MODULES WITH PAINTED STRIPE FACING UP, END-TO-END FELD a . . . . . . . . . 2,0, 10, �m ABSORPTION HELD , o I I I ON SAND FILLED TRENCH. SEEPAGE PIT I 156. .�a . . . . . . . . . . . . . . . . ioo.. . . . . . . . . . . . . . •20. . . . . . . . . . . . io . . . . . . . . lUN 0 , DRY WELL ROOF 56' 25' 20' 10' I- : . I 5. INSTALL PIPE NETWORK AS DETAILED USING SOLID PIPE TO START OF TRENCHES AND AND.FOOTING , , . . . . _ w E Cb ABSORPTION FIELD USING PERFORATED PIPE OVER MODULES. SECURE PIPE TO MODULES USING WIRE CLAMP RAISED OR MOUND 100' (a) 100' EM. .(�) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1� PROPERTY LINE 6.PERSPREAD GEO EIL MANUFACTURER X E FABRIC OVER SPECIFICATIONS. R PIPE AND MODULES AS SHOWN DO NOT BLOCK HOLES °D SYST NOTES IN PERFORATED PIPE WITH FABRIC. NOTES• C) Aw a a. WHEN = Qr 7. PLACE ADDITIONAL ASTM C33 SAND ALONG SIDES OF MODULES TO ELEVATION SHOWN. SEWAGE TREATMENT SYSTEMS ARE LOCATED IN COARSE GRAVEL OR UPGRADE n' 1. TILE FIELD TO BE 100' OR MORE FROM ANY 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE 8. COMPLETE INSTALLATION BY BACK-FILLING TRENCH WITH LOAMY SAND FILL CLEAN AND AND IN THE GENERAL PATH OF DRAINAGE TO A WELL, THE CLOSEST PART OF THE TREATMENT ci C)- - = r■� SYSTEM SHALL BE AT LEAST 200 FT. AWAY FROM THE WELL. -w LAKE, SWAMP, DITCH OR WATERCOURSE AND 10 AWAY FROM SEWERAGE SYSTEM. DEVOID OF LARGE ROCKS. n.r b. MEAN HIGH WATER MARK OR MORE FROM ANY WATER LINE UNDER PRESSURE. 9. GRADE TO DIVERT RUNOFF AWAY FROM SYSTEM. c. FOR ALL SYSTEMS INVOLVING THE PLACEMENT OF FILL MATERIAL SEPARATION DISTANCES > ~♦ a �4` C,.> 4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL ARE MEASURED FROM THE TOE OF SLOPE OF THE FILL 2. FOR SEWAGE PIPE BETWEEN HOUSE AND SEPTIC TANK WITH CONTOUR LINES. USE DUCTILE OR CAST IRON PIPE, OR SCHEDULE 40 PVC WITH CEMENTED JOINTS. ALL FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS SHALL BE CONSIDERED TO BE PART TYPICAL SEWAGE DISPOSAL SEPARATION SCHEMATIC 1 OF THE BUILDING DETAILS AND SPECIFICATIONS HEREIN. IF DISCREPANCIES BETWEEN THE CODES AND REGULATIONS AND THE INFORMATION NOT TO SCALE CONTAINED ON THESE PLANS EXIST THE MORE GROUND SURFACE LOCATION MARKER STRINGENT SHALL APPLY UNLESS THE INFORMATION Distribution Devices SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION / //` OF THE CODE, IN WHICH CASE THE CODE OR Septic Tanks 1. Gravity Distribution. The maximum length of absorption lines used in conjunction with gravity distribution \�\�� //` //\//` /� / e� /�` //\//,\///\//\//,\ / REGULATION SHALL TAKE PREFERENCE OVER PLANS. 1. Septic tank covers shall always be accessible. Where man holes are more than 12 inches below final shall be 60 feet. MANHOLE COVER N MANHOLE COVER grade, an extension collar shall be provided over each opening. Extension collars shall not be A. Distribution BOX. ,, DIG SAFEI Y NEW YORK brought flush with the round surface unless the cover can be locked to prevent tampering. a. For accessibility, it is necessarythat the distribution box be located and have a removable SCHED. 40 - CALL BEFORE YOU DIG g g p p g' SCHED. 35 - WAIT THE REQUIRED TIME Driveways or other facilities shall not be constructed above septic tanks unless specially designed cover not more than 12 inches below grade. Where, due to site conditions, a distribution INLET OUTLET TO - CONFIRM UTILITY RESPONSE and reinforced to safelycarry the load imposed. box must be greater than 12 inches below the surface an extension collar shall be SLOPE 1 4 - RESPECT THE MARKERS y P 9 ( / n 2� DIST. BOX 2. Design and Installation. installed to within 12 inches of the surface. PER FT.) LIQUID (SLOPE 1/8" _ - DIG WITH CARE A. General Requirements. The following applies to all septic tanks regardless of material. b. All outlets from the distribution box shall be at the some level to insure the .even distribution I LEVEL PER FT.) _- SAFE DIGGING IS EVERYONES RESPONSIBILITY! a. A minimum liquid depth of 30 inches. The maximum depth for determining the allowable of flow. SANITARY TEE io VISIT www.digsafelynewyork.com 2 PLEASE CALL 1-800-9 BEFORE YOU DIG. I � INV. OF INLET � � � k.com FOR ADDITIONAL design volume of a tank shall be 60 inches. Deeper tanks provide extra sludge storage, but C. To minimize frost action and reduce the possibility of movement once installed, distribution X 2" ABOVE INFORMATION. no credit shall be given toward design volume. boxes must be set on a bed of sand or < INV. OF OUTLET SANITARY TEE g g pea gravel at least 12 inches thick. •. b. The minimum distance between the inlet and outlet shall be six feet. All tanks shall meet the d. The drop between inlet and outlet inverts shall be at least two inches' .:.A. baffle i&,.required at .r. : PRECAST SEPTIC IT IS A VIOLATION OF SECTION 720'9 SUBDIVISION minimum surface area requirement for the specific design volume. the inlet side of the box when the slope from the septic tank to the box exceeds 112 inch :� TANK 2 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE c. The effective length of rectangular tanks should not be less than two nor greater than four per foot or when siphon dosing is used. ! d DIRECTION OF A LICENSED PROFESSIONAL times the effective width. e. There shall be a minimum two inch clearance between the inverts of the outlets and the p ENGINEER, TO ALTER THIS DOCUMENT IN ANY Z BAFFLES MAY BE WAY. IF AN ITEM BEARING THE SEAL OF AN d. Tanks must be watertight, constructed of durable material not subject to corrosion, decay, bottom of the box to prevent short-circuiting and reduce solids carry-over. 4��// o USED INSTEAD OF ENGINEER IS ALTERED, THE ALTERING ENGINEER frost damage, or cracking. After installation, all septic tanks shall be able to support at f. Distribution boxes may be constructed in place or purchased prefabricated. When concrete is //� . SANITARY TEE %/\y SHALL AFFIX TO THE ITEM HIS SEAL AND THE least 300 pounds per square foot (psf). used to construct boxes, it shall hove a minimum compressive strength of 2,500 psi at 28 \\ NOTATION "ALTERED BY" FOLLOWED BY HIS e. Tanks with a liquid depth of 48 inches or more shall have a to opening with a minimum of day set. \/� - - \/\ SIGNATURE, THE DATE IP SUCH ALTERATION, q p p p g / / \ AND A SPECIFIC DESCRIPTION OF THE ALTERATION. g. Prefabricated boxes may be constructed of concrete, fiberglass, or plastic. The boxes shall be 20 inches in the shortest dimension to allow entry into the tank. Tanks with a liquid depth less than 48 inches shall have a top opening that is at least 12 inches in the shortest installed in conformance with the manufacturers instructions in addition to the / / • •' • • • • ' '• • // // dimension. requirements above. /X \/ q \��\/�\/ /��/�\ /�\/�\/�\j/�\ ENGINEERED SEPTIC SYSTEMS ARE DESIGNED IN f. Tanks shall have inlet and outlet baffles, sanitary tees or other devices to prevent the passage /� //� /A / //� // /� �j�/ ACCORDANCE WITH LOCAL AND STATE BUILDING of floating solids and to minimize disturbance of settled sludge and floating scum by Absorption System MIN. 3" SAND OR PEA CODES AND REGULATIONS. THE NEW YORK STATE sewage entering and leaving the tank. Outlet designs such as as deflection baffles are SEPTIC TANK S E C TI 0 N DEPARTMENT OF HEALTH WASTEWATER TREATMENT 9 9 9 9 9 A. Site requirements. GRAVEL BED COMPACTED STANDARDS FOR INDIVIDUAL HOUSEHOLD SYSTEMS strongly recommended in all tanks. Inlet and outlet baffles shall extend a minimum of 12 a. The minimum distances that absorption fields shall be separated from other facilities are APPENDIX 75-A ESTABLISHES THE MINIMUM inches and 14 inches respectively, below the liquid level in tanks with a liquid depth of shown in the table provided. N.T.S. STANDARDS ACCEPTABLE IN NEW YORK STATE. SEPTIC SYSTEM DESIGNS ARE BASED ON THE SITE less than 40 inches, and 16 and 18 inches respectively, in tanks with a liquid depth of 40 b. A minimum of four feet of useable soil shall exist above bedrock and groundwater with a EVALUATION AND SUBSURFACE CONDITIONS, THE inches or greater. The distance between the outlet baffle and the outlet shall not exceed ON SITE PERCOLATION RATE, AND THE EXPERIENCE 9 minimum separation of two feet to the lowest part of any trench. AND KNOWLEDGE OF THE DESIGN PROFESSIONAL. six inches. Baffles shall be constructed of a durable material not subject to corrosion, c. Absorption fields shall not be built under driveways, parts of buildings or under above- THE COMPLEXITY OF THE SYSTEM FOR EACH SITE decoy or cracking. ground swimming pools or other areas subject to heavy loading. Surface waters shall be VARIES WITH THE INFILTRATION CAPACITY OF THE g. SOIL, LOCAL GEOLOGY, CLIMATE, TOPOGRAPHY, AND ere shall be a minimum of one inch clearance between the underside of the top of the tank diverted from the vicinity of the system.and the top of all baffles, partition and/or tees to permit venting of tank gases. Multi- B. Materials (Unless noted otherwise) ACCEPTABLE PRACTICE FOR THE REGION. chamber and multi-tank systems shall also be designed to permit the venting of tank a. Perforated distributor a shall be used in the trenches. Solid non--perforated) pipe shall be gases. 1 pipe ( p ) pP ENGINEERS STAMP: h. Tanks shall be placed on at least a three inch bed of sand or pea gravel. This will provide for used between the distribution box and the trenches. Perforated pipe shall be made of rigid proper leveling and bearing. Additional instructions provided by the manufacturer shall or corrugated plastic and be labeled as fully meeting ASTM standards for use in septic also be followed. systems. Corrugated plastic pipe delivered in coils is not to be used unless provision is i. There shall be a minimum drop in elevation of three inches between the inverts of the inlet and made to prevent the recoiling or movement of the pipe after installation. outlet pipes. F NE j. Garbage grinders. An additional 250 gallons of capacity and seven square feet of surfaq:e area General Notes: Q L is required when a garbage grinder can reasonably be expected at the time of construction 1. Areas lower than the 10 year flood level are unacceptable for on-site systems. Slopes greater than or in the future. A gas deflection baffle or other acceptable outlet modification, and a dual 157. are also unacceptable. ,E compartment tank or two tanks in series must also be provided. 2. There must be at least four feet of useable soil available above rock, unsuitable soil, and high n B. Multi-compartment tanks or tanks in series. seasonal groundwater for the installation of a conventional absorption field system (75-A.8(b)). m w a. Dual compartments are recommended for all tanks and shall be required on all tanks with an 3. Soils with veryrapid percolation rates faster than one minute p p ( per inch) are not suitable for �, z interior length of ten feet or more. subsurface absorption systems unless the site is modified by blending with a less permeable soil b. The first compartment or tank (inlet side) shall account for 65 - 75% of the required total to reduce the infiltration rate throughout the area to be used. �A °. D� design volume. 4. Subsurface treatment systems and components of the sewage system shall be separated from R�FEssl&P� / `°7 c. The baffle separating the compartments shall extend from the bottom of the tank to at least buildings, property lines, utilities and wells, to maintain system performance, permit repairs and six inches above the invert of the outlet pipe. s; reduce undesirable effects of underground sewage flow and dispersion. Reduced separation d. Compartments shall be connected by a four inch vertical slot at least 18 inches in width, a six distances may be approved upon request when the site evaluation by a design professional or soil inch elbow, or two 4-inch elbows located at a distance below the liquid level equal to scientist clearly establishes there will be no adverse environmental impact and will not interfere THESE PLANS REQUIRE FIELD VERIFICATION BY THE RESPONSIBLE one-third the distance between the invert of the outlet and the bottom of the tank. At lest with the satisfactory operation and maintenance of the system. The Table included shows the acceptable REGISTERED DESIGN PROFESSIONAL WHO'S SEAL IS PLACED UPON THEM one access manhole shall be provided into each compartment. minimum separation distances from the various components of treatment systems. SCALE: AS NOTED e. Tanks in series should be connected by a single pipe with a minimum diameter of six inches. f. The volume and surface area for meeting the requirements of the design shall be based upon the DATE: 8121107 total volume and surface areas of all the tanks and chambers to be installed. House Sewer 1. House sewers ore laid on firm foundation at a minimum grade of one-quarter inch per foot preferably DRAWN BY: VISION C. Concrete tanks. 9 q P P y a. Concrete shall have a minimum compressive strength of 3,000 pounds per square inch (psi) without bends. At least one cleanout with a properly fitted plug is to be provided. The house sewer shall at 28 days set; 4,000 psi concrete is recommended as a minimum for larger tanks. allow for venting of gases from the sewage system. PROJECT: b. Wall thickness shall be a minimum of six inches unless the design has been certified by a 2. House sewer construction including materials shall comply with the applicable requirements of the State GAYLE CHALICH New York licensed professional engineer as complying with all appropriate requirements Uniform Fire Prevention and Building Code contained in 9 NY6RR, Parts 903 through 907, inclusive,and Part 1250. for thin-wall construction. All walls, bottom and top shall contain reinforcing to assure 3. A minimum horizontal separation of 10 feet should exist between the house sewer and any water line. 30 OHIO AVENUE, QBY support for p Where lines must cross, the water service line shall be at least 12 inches above the house sewer. If a t All joints shall b be e sealed such that the tank is watertight; joints below the liquid level must be water line must pass below the house sewer, the vertical separation must be at least 18 inches. tested for watertightness prior backfilling. 4. Suction waterlines shall never cross under house sewers or any other component of the sewage system. TOWN OF QUE B DRAWING TITLE d. The walls and floor of cast-in-place tanks shall be poured at the same time (monolithic pour). BUILDING & D S E SEPTIC DETAILS Reviewed B • AND Date: SPECIFICATIONS TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination, DRAWING NO. compliance with our comments shall not be construed as indicating the plans and specifications are In full DWG 1 O,F 1 compliance with the Building Codes of New York State.