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2011-569 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: P20110569 Date Issued: Monday, December 31, 2012 This is to certify that work requested to be done as shown by Permit Number P20110569 has been completed. Tax Map Number: 523400-296-014-0001-007-000-0000 Location: 78 MONTRAY Rd Owner: GRAYSON PROPERTIES LLC Applicant: GRAYSON PROPERTIES LLC 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. Y ��\ TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Flirg Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20110569 Application Number: A20110569 Tax Map No: 523400-296-014-0001-007-000-0000 Permission is hereby granted to: GRAYSON PROPERTIES LLC For property located at: 78 MONTRAY 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: GRAYSON PROPERTIES LLC 1004 CHESTNUT St Septic Alteration Residential MECHANICVILLE,NY 12118 Total Value Contractor or Builder's Name/Address Electrical Inspection Agency DOUG SIMMONS NY 12804-0000 Plans&Specifications BP 2011-569 78 Montray Road, Lot 14 Eljen System-residential septic alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,November 16,2012 (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 expi ation date.) v / / Dated at the Town f Que n 13.1 , _�ww,i '4 , ,y, 'ovember 16,2011 SIGNED BY 'V \ for the Town of Queensbury. Director of Building&Code Enforcement ,;7,,,c), D _E C E 0 V E ; t Revis 4/2010 OFFICE USE ONLY NOV 1 5 2011 ...r TAX MAP NO. PERMIT NO. PERMIT FEE TOWN OF QUEENSBURY APPROVALS: ZONING TOWN CLERK BUILDING & CODES APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. T� OWNER: /4 r c/ C --..-. -4 s0' INSTALLER: V'11 .&`'` '`^'`i^'te 4/....0 ( �r ADDRESS: �u�l{si-/ (�..X /OI ) / ADDRESS: Z 4///`/✓�N 94 c )-1 I 1 ( ILL y X�`t`1 //L PHONE NOS. �r .` PHONE NOS. �J/a ' 6 6i'' 7 S T LOCATION OF INSTALLATION: • n/Mo' f" G i2d___ 03f/ 1 RESIDENCE INFORMATION: YEAR BUILT NO.OF X MPUTATION = TOTAL DAILY FLOW • • BEDROOMS (Gallons per bedroom) ' GARBAGE GRINDER 04 r • 1980 or older --.3` i� X 150 _ INSTALLED? ° fl, r_ ' 1981-1991 X 130 = SPA OR HOT TUB •:.• 1992-pr r14 �� X 1, / 110 = S j�' INSTALLED? A/c) ATI I 1 96 ° Y C�� P• �CEL INFORM ON:I ti/ M C� All:—i'''' . i i''`t ✓ TOPOGRAPHY: FLAT ROLLING C STEEP SLOPE R %SLOPE L() I SOIL NATURE: SAND NP LOAM CLAY e ' OTHER t"' r I GROUNDWATER: AT WHAT DEPTH? /NO ra wZ�-. N ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? a U ✓ DOMESTIC WATER SUPLY: MUNICIPAL N0 WELL (If well:water supply from any septic system absorption is:_ CO N co I PERCOLATION TEST: RATE IS PER MIINUTE PER INCH[mpi] ,fu" (Test to be completed by a licensed professional engineer or architect) C — C PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed profession 0 J or architect(unless installed in a Planning Board approved subdivision). -a N di TANK SIZE: /0O3 GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for L. E L-4..›71‘? ch garbage grinder,sp or whirlpool tub. 0 >. cg cu SYSTEM TYPE: Li Je in ` ?6'� p aii o ABSORPTION FIELD(WITH NO.2 ONE) Total length ft. Each trench X ... c c CO 'ro _ o SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? -J r` W o ALTERNATIVE SYSTEM Bed or other type? o HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. 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 of Queensbury QUESTIONS? CALL 761.8256 OR EMAIL SaniL ry Sewage'.posal Ordinance. codes(c�aueensburv.net // I� i/ � ' VISIT OUR WEBSITE FOR MORE INFORMATION Sign re o Person Responsible Dat www.aueensburv.net Town of Queensbury*Community Development Office*742 Bay Road, Queensbury NY 12804 I Septic Inspection Report Office No. (518)761-8256 Date Ins._•i• -. ;'-s red: Queensbury Building&Code Enforcement Arrive: '' ' w,2 ,+��,- : am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's In • ': r NAME: Ike -T-CPt1 t-� -\FENT t6 '-c5 ' RMIrNO.: \<- (d\LOCATION: iM o 13 1-V A (2,D INSPECT ON: \Z—\3—1\ RECHECK: 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 _N Engineer Report and As-Built Y N ETU Maintenance Contract Y_N provided Location of System on Property: Front .ear Left Side Right Side Middle Front Middle Rear em - us: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\iilding Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc Septic Inspection Report Office No. (518)761-8256 Date Inspection am - a, pm� Queensbury Building&Code Enforcement Arrive: ' '" 742 Bay Rd., Queensbury, NY 12804 Inspector's Initias:d' NAME: �o;uT P VaE Gk-kx-5 #' MITNO.: %\-510 LOCATION: LDT 04 - 4� M losT&9 P ) INSPECT ON: ____Ur...- \'t RECHECK: ('tem nd/or diaaram Soil Type Sand Loam I Clay Type of Water: •urnapa j Well Water -4-Waterline separation distance Lf-ft. ' Well separation distance 1 Other wells: ft. Well Casing Length 50'+ / - Y N N/A [150'to well required if NO] `JSP Total length _.- 7�-ft• �'���,3 v1/4 -1,' - , 51 Absorption Field: 9 Length of each trench .3- ft. Depth of trenches Z -Z-� ft. Size of Stone c txl_ CE,SA oc) See! ,,e Pits: Number Size: __,._.__x Stone Size: , Pi•i Size T4.- Building to tank y" Vk 4DTank to Distribution Box y" c_ E�E1J T.�' Distribution Box to Field Pit " ' ma t4 cc ,C'b Opening Sealed: Y _N �.NO VA k b \, � � QEq End Cap _Y N Inlet/Outlet Pipes&Baffles _.._N Manholes 12"or less below grade Y [provide extension collar if Yes] Y Location/ Separations litec,aeAcile, Foundation to tank , ______ft. i' Foundation to absorption ft. Separation of Pits ft I.,C�� V__�-�D 4--\ 41 i\-11 v t L " Conforms as per Plot Plan Y i ,c2. 4.)\ \ � Engineer Report and As-Built Y N ETU Maintenance Contract Y N provided Location of System on Property: Front Rear a Right Side Middle Front Middle Rear stem . - •t . Approved cell the Building&Codes Office Partial Approved and needs to be re-inspected, please Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Fteportse 2910.doc Septic Inspection Report Office No. (518)761-8256 Date Ins reg Queensbury Building&Code Enforcement Arrive: 7 I__Le - • a , •m 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:Oa NAME: lciJl `‘ liEN6\k"\j A-\%% V ' r NO.: / 1 t--(0? LOCATION: l ZIT 1 Lk ' ' ON: I — RECHECK: 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. T ARS,)\-( , Well Casing Length 50'+/- Y N N/At j [150'to well required if NO] R ECF 60 - Z= 3 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 _Y_N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear em _ - a Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspecdon Forms\Septic Inspection Report_03 2910.doc Septic Inspection Repo. Office No. (518) 761-8256 Date Inspection - •. Queensbury Building&Code Enforcement Arrive: 74:36= ii2r0 ►-part: ...Lin arr 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia NAME: M O•-VVV F 1 C.AT ' RMIT NO.: 't —R./Pt LOCATION: UT 1L\ "7$ M oitiZA' Q) NSPECT ON: 1 ft—lID— t RECHECK: Comments and/or diagram Soil Type: Sand Loam/Clay Type of Water( iunicipa Well Water Waterline separation distance I n ft.f• 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 77 - ft. E 1—��E A •-OaQ6 --c—e.IsA Length of each trench 'Z ft. Depth of trenches — t T` ALL ‘N�-\--Pttje Size of Stone CO t.. C.40-'F 61kt,SD Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Lk' \ yo Tank to Distribution Box « P 3( ,t• Distribution Box to Field/ Pit t-} " p \I C t.A" pJG Q - -o E=t_" TI; - Opening Sealed: Y._N End Cap Y N Inlet/Outlet Pipes&Baffles Y N U► t-c1J Pah L pik\ Manholes 12"or less below grade Y N [provide extension collar if Yes] Y N wt`k 9c Location/ Separations Tk-1t) DI ` I-7 0 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 _Y N provided Location of System on Property: Front Rear Left S' Right Side Middle Front Middle Rear -mUS • . Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved l:\Pam Whiting\2010\Buiiding Codes Forms\Inspeccti�on Forms\Sepbtc Inspection Repoit03 29 10.doc EXISTING SYSTEM BETWEEN UNITS REMOVE EXISTING TANK DISTRIBUTION BOX AND LEACHING LINES REPLACE ALL SAND REMOVED WITH CLEAN SAND HAVING A PERCOLATION RATE BETWEEN I MIN. AND 10 MIN. PER INCH EXISTING GRO INSTALLER MEDIUM TO LVVI�JC VVIVI�t�CIC Jr1IVU IVICCIIIVh NEW YORK STATE DEPARTMENT OF TRANSPORTATION CONCRETE SAND SPECIFICATION 703-07 REPUTEDLY LOCATION OF OUTLET PIPE 10LE 0.26 P2 I, 11013 Iloo.LE1 X APPROXIMATE EDGE OF ROAD 99.75X TPQ� SITE PLAN 1"=zo' BM ELEV 100.00 AT CORNER CONCRETE SLAB TYPICAL TRENCH CROSS SECTION NOT TO SCALE SCHEDULE 40 PVC 4" SDR -26 PIPE WITH TIGHT JOINTS 10' MIN 27. SLOPE, 1/4" PER FOOT APPROXIMATELY 19 FT. INLET 99.78 NOTES: 1. INLET AND OUTLET JOINTS TO SEPTIC TANK ARE TO BE SEALED WITH A NON -SHRINK MORTAR. 2. ALL INVERT ELEVATIONS AND GRADES ARE REFERENCED FROM T.B.M. 3. DESIGNER SHALL BE NOTIFIED OF ANY CONDITIONS CONTRARY TO THOSE DEPICTED ON THIS PLAN, MANHOLE COVER 1" MIN, VENT - (TYP.)- �INZET 3" TO 4' TO SEPTIC TANK ,ISTRIBUTION BOX WITH ADJUSTABLE OUTLET LEVELER VVIV 41\L IL JF11VV TRENCH INSTALLATION CONFIGURATION NOT TO SCALE TYPE B UNITS ARE 36"x48" OF TANK 100.53 ad SEE PLAN VIEW FOR NUMBER OF UNITS LOAM & SEED TO PREVENT EROSION FINISH GRADE _ OUTLET CONCRETE NEW rl TANK t� CONCRETE SEPTIC TANK 1AX. LIQUID DEPTH 5'-0 4" PVC WITH TIGHT JOINTS DISTRIBUTION BOX TO DISTRIBUTION BOX 1% SLOPE, 1/8" PER FOOT (SEE DETAIL BELOW) OUTLET 99.53 INLET 99.28 9 OUTLET 99.11 REM FFILLLOMATER ALVE OBELOW THE BACKFILLING.IL BEFORE 6" SPECIFICATION SAND IN RAISED SYSTEMSI- U BOLTS MAXIMUM FOR GREATER DISTANCE PROVIDE EXTENSION COLLARS N FINAL GRADE L MIN. (20%) 6QUID DEPTH OUTLET SCUM - 6" TO 8" 6" MAX. PENETRATION OF INLET BAFFEL :7 PENETRATION OF OUTLET BAFFEL A MINIMUM OF 12" AND A MAXIMUM SLUDGE A MINIMUM OF 14" AND A MAXIMUM OF 16" BELOW LIQUID LEVEL. OF 18" BELOW LIQUID LEVEL. EACH ROW TO BE LAID LEVEL 'PED MINIMUM STURBED GROUND TYPICAL SECTION OF PROPOSED ELJEN IN -DRAIN SYSTEM LIQUID LEVEL - (2.5' MIN. - 5' MAX) 3/8" REBAR 8" O.C. - PLACE ON 3" MIN. BED OF BOTH WAYS SAND OR PEA GRAVEL NOTES: 1. INLET TO BE A MINIMUM OF 2" ABOVE OUTLET. 2. A MINIMUM DISTANCE OF 6' BETWEEN INLET AND OUTLET, 3. TANK TO SUPPORT A MINIMUM OF 300 PSF. PRECAST SEPTIC TANK 1000 GALLON CAPACITY MINIMUM MINIMUM LIQUID SURFACE AREA 27 SQ. FT. FORT MILLER OR ACCEPTABLE EQUAL NOT TO SCALE NOTES FOR SEPTIC TANK 1. RECOMMEND PROVIDING AN EFFLUENT FILTER AT OUTLET OF TANK 2. EXISTING TANK TO BE REMOVED. SECTION PLAN 12" MAX FINAL GRADE LE INLET OUTLET BAFFLE INLET _ ounEr ALL OUTLETS TO BE AT SAME ELEVATION 2" MIN. 2" MIN. PLACE ON MIN, 12" BED OF SAND OR PEA GRAVEL TYPICAL PRECAST DISTRIBUTION BOX FORT MILLER OR ACCEPTABLE EQUAL NOT TO SCALE OPERATION AND MAINTENANCE 1. A PROPERLY DESIGNED, CONSTRUCTED AND MAINTAINED INDIVIDUALLY SEWAGE TREATMENT SYSTEM HAS AN AVERAGE EXPECTED USEFUL LIFE OF 20 TO 25 YEARS, HOWEVER, THE SYSTEM WILL FAIL TO FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE 2. ALL TOILET, BATHROOM, KITCHEN AND LAUNDRY WASTES FROM A HOUSEHOLD SHALL BE DISCHARGED INTO THE SEPTIC TANK. HOUSEHOLD CHEMICALS SUCH AS BLEACHES, DISINFECTANTS, CLEANSERS, ETC., WHEN USED IN NORMAL HOUSEHOLD APPLICATIONS SHOULD NOT DISRUPT SEPTIC TANK OR ABSORPTION SYSTEM OPERATIONS. 3. ROOF, FOOTING, GARAGE, CELLAR, SURFACE AND COOLING WATER MUST BE EXCLUDED FROM SEPTIC TANKS. MATERIALS NOT READILY DEGRADED SHOULD NOT BE FLUSHED INTO SEPTIC TANKS. (E.G., PAPER TOWELS, NEWSPAPER, WRAPPING PAPER, RAGS, SANITARY NAPKINS, DISPOSABLE DIAPERS, COFFEE GROUNDS, COOKING FATS/OILS, BONES, FACIAL TISSUES, AND CIGARETTE BUTTS). IN ADDITION, ANTIFREEZE, PESTICIDES, HERBICIDES, OIL, GASOLINE, PAINT, TURPENTINE, AND CONCENTRATED ACIDS OR ALKALIS (E.G. SULFURIC ACID OR SODIUM HYDROXIDE) SHOULD NOT BE DISCHARGED INTO SEPTIC TANKS. 4. SEPTIC TANKS SHOULD BE INSPECTED ANNUALLY TO DETERMINE THE AMOUNT OF SCUM AND SLUDGE ACCUMULATION. MOST TANKS SHOULD BE PUMPED OUT EVERY 2 TO 3 YEARS. SEPTIC TANKS MUST BE PUMPED OUT WHEN THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY TEE OR THE TOP OF THE SLUDGE IS WITHIN 10" OF THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY TEE. IN ADDITION SEPTIC TANK BAFFLES/TEES HOUSE CONNECTION AND TANK OUTLET PIPE SHOULD BE INSPECTED. 5. SEPTIC TANK ADDITIVES ARE NOT RECOMMENDED. 6. WHENEVER SEPTIC TANKS ARE TO BE ABANDONED, THE TANKS SHALL BE REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-INS. 7. FAILURE TO MAINTAIN SYSTEM COMPONETS WILL CAUSE PREMATURE FAILURE OF A SYSTEM, SANITARY NOTES 1. ALL LINES FROM HOUSE TO LEACH FIELD SHALL BE 4" MINIMUM DIAMETER. 2. NO DRIVEWAY SHALL BE ALLOWED OVER SEPTIC DISPOSAL SYSTEM. 3. SYSTEM INSTALLED IN ACCORDANCE WITH NYS DESIGN STANDARDS PART 75-A. 4. ALL CONTAMINATED MATERIAL ENCOUNTERED IN THE EXISTING ABSORPTION FIELD SHALL BE REMOVED AN REPLACED WITH NATIVE SAND. THE LIMITS OF REMOVAL SHALL BE ALL BENEATH THE NEW TRENCHES AND WITHIN ONE FOOT OF SIDES OF THE NEW TRENCHES. G5 BUI L DESIGN DATA PEST PIT 1 9/2/11 TAKEN OUT SIDE OF EXISTING SYSTEM 0"-6" TOPSOIL 10"-70" SAND NO GROUND WATER ENCOUNTERED PERCOLATION TEST 1 2 MIN. - 32 SEC. STABILIZED RATE PERCOLATION TEST 2 9 MIN. - 11 SEC. STABILIZED RATE 3 BEDROOMS, NO GARBAGE GRINDER PERCOLATION RATE 8 - 10 MINUTES 6 UNITS PER BEDROOM - USE 2 - 36' LINES FLOW RATE - 390 GALS/DAY ELJEN IN -DRAINS PASSIVE WASTEWATER TREATMENT AND DISPOSAL SYSTEM REVISIONS DATE REMARKS 11/3/11 REVISED PER DOH 12/5/11 AS BUILT LOC. ADDED 10/22/10 AS SHOWN DRAWN BY: ISSUE: SEL 1 O LLJ Z 0 O z W I -- o LOT 15 z LLJ ELEV m Q 101. 7 F 8'11 O1.4 •2 CID ES IMEVE X 11' . ELEV 101.20 W U 101.17 PT 1 ELE ELEV 100A 100.79 LOCATION OF RE LA NT X SYSTEM z EXISTING TRAILER 0 LOT 14 10LE 0.26 P2 I, 11013 Iloo.LE1 X APPROXIMATE EDGE OF ROAD 99.75X TPQ� SITE PLAN 1"=zo' BM ELEV 100.00 AT CORNER CONCRETE SLAB TYPICAL TRENCH CROSS SECTION NOT TO SCALE SCHEDULE 40 PVC 4" SDR -26 PIPE WITH TIGHT JOINTS 10' MIN 27. SLOPE, 1/4" PER FOOT APPROXIMATELY 19 FT. INLET 99.78 NOTES: 1. INLET AND OUTLET JOINTS TO SEPTIC TANK ARE TO BE SEALED WITH A NON -SHRINK MORTAR. 2. ALL INVERT ELEVATIONS AND GRADES ARE REFERENCED FROM T.B.M. 3. DESIGNER SHALL BE NOTIFIED OF ANY CONDITIONS CONTRARY TO THOSE DEPICTED ON THIS PLAN, MANHOLE COVER 1" MIN, VENT - (TYP.)- �INZET 3" TO 4' TO SEPTIC TANK ,ISTRIBUTION BOX WITH ADJUSTABLE OUTLET LEVELER VVIV 41\L IL JF11VV TRENCH INSTALLATION CONFIGURATION NOT TO SCALE TYPE B UNITS ARE 36"x48" OF TANK 100.53 ad SEE PLAN VIEW FOR NUMBER OF UNITS LOAM & SEED TO PREVENT EROSION FINISH GRADE _ OUTLET CONCRETE NEW rl TANK t� CONCRETE SEPTIC TANK 1AX. LIQUID DEPTH 5'-0 4" PVC WITH TIGHT JOINTS DISTRIBUTION BOX TO DISTRIBUTION BOX 1% SLOPE, 1/8" PER FOOT (SEE DETAIL BELOW) OUTLET 99.53 INLET 99.28 9 OUTLET 99.11 REM FFILLLOMATER ALVE OBELOW THE BACKFILLING.IL BEFORE 6" SPECIFICATION SAND IN RAISED SYSTEMSI- U BOLTS MAXIMUM FOR GREATER DISTANCE PROVIDE EXTENSION COLLARS N FINAL GRADE L MIN. (20%) 6QUID DEPTH OUTLET SCUM - 6" TO 8" 6" MAX. PENETRATION OF INLET BAFFEL :7 PENETRATION OF OUTLET BAFFEL A MINIMUM OF 12" AND A MAXIMUM SLUDGE A MINIMUM OF 14" AND A MAXIMUM OF 16" BELOW LIQUID LEVEL. OF 18" BELOW LIQUID LEVEL. EACH ROW TO BE LAID LEVEL 'PED MINIMUM STURBED GROUND TYPICAL SECTION OF PROPOSED ELJEN IN -DRAIN SYSTEM LIQUID LEVEL - (2.5' MIN. - 5' MAX) 3/8" REBAR 8" O.C. - PLACE ON 3" MIN. BED OF BOTH WAYS SAND OR PEA GRAVEL NOTES: 1. INLET TO BE A MINIMUM OF 2" ABOVE OUTLET. 2. A MINIMUM DISTANCE OF 6' BETWEEN INLET AND OUTLET, 3. TANK TO SUPPORT A MINIMUM OF 300 PSF. PRECAST SEPTIC TANK 1000 GALLON CAPACITY MINIMUM MINIMUM LIQUID SURFACE AREA 27 SQ. FT. FORT MILLER OR ACCEPTABLE EQUAL NOT TO SCALE NOTES FOR SEPTIC TANK 1. RECOMMEND PROVIDING AN EFFLUENT FILTER AT OUTLET OF TANK 2. EXISTING TANK TO BE REMOVED. SECTION PLAN 12" MAX FINAL GRADE LE INLET OUTLET BAFFLE INLET _ ounEr ALL OUTLETS TO BE AT SAME ELEVATION 2" MIN. 2" MIN. PLACE ON MIN, 12" BED OF SAND OR PEA GRAVEL TYPICAL PRECAST DISTRIBUTION BOX FORT MILLER OR ACCEPTABLE EQUAL NOT TO SCALE OPERATION AND MAINTENANCE 1. A PROPERLY DESIGNED, CONSTRUCTED AND MAINTAINED INDIVIDUALLY SEWAGE TREATMENT SYSTEM HAS AN AVERAGE EXPECTED USEFUL LIFE OF 20 TO 25 YEARS, HOWEVER, THE SYSTEM WILL FAIL TO FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE 2. ALL TOILET, BATHROOM, KITCHEN AND LAUNDRY WASTES FROM A HOUSEHOLD SHALL BE DISCHARGED INTO THE SEPTIC TANK. HOUSEHOLD CHEMICALS SUCH AS BLEACHES, DISINFECTANTS, CLEANSERS, ETC., WHEN USED IN NORMAL HOUSEHOLD APPLICATIONS SHOULD NOT DISRUPT SEPTIC TANK OR ABSORPTION SYSTEM OPERATIONS. 3. ROOF, FOOTING, GARAGE, CELLAR, SURFACE AND COOLING WATER MUST BE EXCLUDED FROM SEPTIC TANKS. MATERIALS NOT READILY DEGRADED SHOULD NOT BE FLUSHED INTO SEPTIC TANKS. (E.G., PAPER TOWELS, NEWSPAPER, WRAPPING PAPER, RAGS, SANITARY NAPKINS, DISPOSABLE DIAPERS, COFFEE GROUNDS, COOKING FATS/OILS, BONES, FACIAL TISSUES, AND CIGARETTE BUTTS). IN ADDITION, ANTIFREEZE, PESTICIDES, HERBICIDES, OIL, GASOLINE, PAINT, TURPENTINE, AND CONCENTRATED ACIDS OR ALKALIS (E.G. SULFURIC ACID OR SODIUM HYDROXIDE) SHOULD NOT BE DISCHARGED INTO SEPTIC TANKS. 4. SEPTIC TANKS SHOULD BE INSPECTED ANNUALLY TO DETERMINE THE AMOUNT OF SCUM AND SLUDGE ACCUMULATION. MOST TANKS SHOULD BE PUMPED OUT EVERY 2 TO 3 YEARS. SEPTIC TANKS MUST BE PUMPED OUT WHEN THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY TEE OR THE TOP OF THE SLUDGE IS WITHIN 10" OF THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY TEE. IN ADDITION SEPTIC TANK BAFFLES/TEES HOUSE CONNECTION AND TANK OUTLET PIPE SHOULD BE INSPECTED. 5. SEPTIC TANK ADDITIVES ARE NOT RECOMMENDED. 6. WHENEVER SEPTIC TANKS ARE TO BE ABANDONED, THE TANKS SHALL BE REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-INS. 7. FAILURE TO MAINTAIN SYSTEM COMPONETS WILL CAUSE PREMATURE FAILURE OF A SYSTEM, SANITARY NOTES 1. ALL LINES FROM HOUSE TO LEACH FIELD SHALL BE 4" MINIMUM DIAMETER. 2. NO DRIVEWAY SHALL BE ALLOWED OVER SEPTIC DISPOSAL SYSTEM. 3. SYSTEM INSTALLED IN ACCORDANCE WITH NYS DESIGN STANDARDS PART 75-A. 4. ALL CONTAMINATED MATERIAL ENCOUNTERED IN THE EXISTING ABSORPTION FIELD SHALL BE REMOVED AN REPLACED WITH NATIVE SAND. THE LIMITS OF REMOVAL SHALL BE ALL BENEATH THE NEW TRENCHES AND WITHIN ONE FOOT OF SIDES OF THE NEW TRENCHES. G5 BUI L DESIGN DATA PEST PIT 1 9/2/11 TAKEN OUT SIDE OF EXISTING SYSTEM 0"-6" TOPSOIL 10"-70" SAND NO GROUND WATER ENCOUNTERED PERCOLATION TEST 1 2 MIN. - 32 SEC. STABILIZED RATE PERCOLATION TEST 2 9 MIN. - 11 SEC. STABILIZED RATE 3 BEDROOMS, NO GARBAGE GRINDER PERCOLATION RATE 8 - 10 MINUTES 6 UNITS PER BEDROOM - USE 2 - 36' LINES FLOW RATE - 390 GALS/DAY ELJEN IN -DRAINS PASSIVE WASTEWATER TREATMENT AND DISPOSAL SYSTEM REVISIONS DATE REMARKS 11/3/11 REVISED PER DOH 12/5/11 AS BUILT LOC. ADDED 10/22/10 AS SHOWN DRAWN BY: ISSUE: SEL 1 O LLJ Z 0 O z W I -- o 0JLI L.S. 049956 PROFESSIONAL SERVICES BY: 5TEP1­1EN E. LAMB P.E., L.5. 22 PINE HILL BEND 5ALL5TON LAKE, NY 12010 (5 18) 877-5330 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES FROM THE ORIGINAL OF THIS DRAWING BEARING AN ORIGINAL OF THE PREPARED INKED OR EMBOSSED SEAL AND SIGNATURE SHALL BE CONSIDERED TO BE VALID TRUE COPIES. i z LLJ m Q O O1.4 ..� O W U 14 m z z LLJ LLJ 0 C1 U� O Z O 0JLI L.S. 049956 PROFESSIONAL SERVICES BY: 5TEP1­1EN E. LAMB P.E., L.5. 22 PINE HILL BEND 5ALL5TON LAKE, NY 12010 (5 18) 877-5330 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES FROM THE ORIGINAL OF THIS DRAWING BEARING AN ORIGINAL OF THE PREPARED INKED OR EMBOSSED SEAL AND SIGNATURE SHALL BE CONSIDERED TO BE VALID TRUE COPIES.