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2007-444 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: P20070444 Date Issued: Friday, December 02, 2011 This is to certify that work requested to be done as shown by Permit Number P20070444 has been completed. Tax Map Number: 523400-308-006-0001-041-000-0000 Location: 84 BURCH Rd Owner: ROBERT & JOYCE RYAN Applicant: ROBERT & JOYCE RYAN 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 t 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: P20070444 Application Number. A20070444 Tax Map No: 523400-3 08-006-0001-041-000-0000 Permission is hereby granted to: ROBERT&JOYCE RYAN For property located at: 84 BURCH 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: ROBERT &JOYCE RYAN 84 BURCH Rd Septic Alteration Residential QUEENSBURY,NY 12804 Total value Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2007-444 septic alteration residential $25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,July 19, 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 To of ens ,/ ,July 19, 2007 SIGNED BY /� ,_ for the Town of Queensbury. Director of Building&Code Enforcement rrrwr.rrrrrwrr.rwrrwrwwrrr.rrrrrrwrrwrrrw rw w....r................... rrwrrr 1 Ir OFFICE USE ONLY 6, /4 1t 1 TAX MAP NO. PERMIT NO. �2 ERMIT FEE 4�6 APPROVALS: ZONING TOWN CLERK- APPLICATION 1 � 1 1 rrw.rr_rrwr.__._w.rrrrrwwrrwwr.rr...w..r.ww..r_..r.rw.w..r.r..-r.... FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJEC 0 REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNERRobw—, /i9(-/cc (z ,4'`j INSTALLER: ADDRESS: ADDRESS: F x PHONE NOS. PHONE NOS. f 5"i LOCATION OF INSTALLATION: »...........»....».............».................................,......................„.. ... RESIDENCE INFORMATION. YEAR BUILT ( X COMPUTATION- _ TOTAL DAILY FLOW »BEDROOMS.... l......... ................................................!.........................................................................I GARBAGE GRINDER 1980 or older X 1,50 gallon per bedroom j INSTALLED? »»»..»...»».»».»»......».».................................»...............»............ .......,,................,..............................o : 1981 1991 X 130 gallon per bedrom .... ..Q.. .................... SPA OR HOT TUB .P»..»..»..........a................ .........................4............1.......................»........................................,.......s..........,„.,......,.,..........,.................... .........,.............,....,..; 1992 resent i............................................ .X, j 110 gallon per bedroom i INSTALLED? »............................ .........................................,...........r....,..................................................................... , PARCEL INFORMATION: f ✓ TOPOGRAPHY: FLAT ROLLING -' STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND / LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ WELL DOMESTIC WATER SUPLY: MUNICIPAL (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS./O FT. ) ✓ 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: CD'3 GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: 6 3 FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: # 1 DEPTH OR THICKNESS 1 Z FT, ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH AND10R SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: _I SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY; GAL. i..........................,.........................................................................................., „.,.,„.,.:...........,.,.,.,.,.:.:.,.,, .,........,...........................,.,..,....... ij NOTE. ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. li i,.,...,.,• .......................................:,:.:.:,,•,.,...,.,.:.,.:.,.:.,.,•:.:...:.:.:.:.:.,.:.,,:.:.:,:.:.:.,.:.:.:..•:,:•:.:.:.:...:.,.,.:.:.:.,.:.:.............:.................:.:.:.,.:.:.:,:.:,:,:.:.,...:.:.:.............................:.,.,.:.,........... ......,.�,.,.:.,.,.,.;: 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 ofCQUES"nONS? CALL 781-8256 OR EMAIL des@aueensburv.netQ ry Sanitary Sewa Disposal Ordinance.�� SSITE FOR MORE INFORMATION.AL//l7ww.aueensburv.t,et i ature of Person esponsible Date Town of Queensbury - Community Development Office - 742 Bay Road, Queensbury, NY 12804 Septic Inspection Report Office No. (518)761-8256 Date Inspection requ re ed: Queensbury Building &Code Enforcement Arrive: ' "Z�a rt: ?,�3 amVED 742 Bay Rd., Queensbury, NY 12804 Inspector's Inib NAME: ice'" PERMIT NO.: t LOCATION: ;>s C INSPECT ON: 1 Z— I RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/Clay Type of Water: Municipal Well Water Waterline separation distance 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 z 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 P perty: Front R r Left Side Right Side Middle Front Middle Rear em Us S 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 t VISION Engineering SEPTIC SYSTEM INSPECTION FORM Project: Robert Ryan;optic„84 Burch Rd..Queensbury,NY Inspected By. D.Ryan Date. 7/25/U7 Time: 11:30 AM Temperature: 70 'F Weather: INSPECTION DATA System Type: Standard Absorption System ❑ Special System (see page 2 tnr additional information) Location: Rear of House Installation Complete: m Yes ❑ No, Explain- Soil Properties: ❑Clean Gravel(little fines) ❑ Gravel with Fines ❑Other QJ Clean Sand (little fines) I I Sand with Fines ❑Sill and/or Clay ❑ Gravel/Sand Mixture Water Supply: m Municipal ❑Well/Private Location: Absorption Field. NA ±ft. Separation Distances: Septic Tank: NA jt ft. D-Box' NA ±ft. Septic Tank: Sice: 1000 gal. Distance to Dwelling, 25 +fi.(10 ft. min.) Baffles Both Ends: ® Yes ❑ No Glued: EO Yes ❑ No, D-Box: Size. 7 Hole Distance to Dwelling: 80 ±ft.(20 ft.min.) Speed Levelers in Place: ® Yes ❑ No Baffle in Place or 45' Elbow: RI Yes ❑ No Glued: ICI Yes ❑No, Absorption Field: #Trenches: 4 Grade to Top of;atone Trench: 12 ±in. (12 in. max.) Trench Length. 40 :i:tt each End Caps In&Showing: Qj Yes ❑ No Total. _. 160 ±ft. End Caps Glued: A Yes U No Closest Distance to Dwelling: 50 ±ft. (20 ft. min.) Closest Distance to Property Line: 50 ±ft. (10 ft. min.) Aggregate: Size(3/."-1'h") m Acceptable U Unacceptable, Explain: Cover Type ❑ Geotextile Fabric `j Resin Paper ❑Other Depth of Stone Beneath Pipe: 6 ±in. (6 in. rnin.) Depth of Stone Over Pipe 2 ±in.(2 in. min.) Cleanout in Place: EZ Yes ❑No Cleanout Location: Inside Basement ® Based on visual observation, [tie above referenced septic system DOES appear to be in conformance with applicable codes and regulations required by the state and local jurisdiction. -. L 0/ ❑ Based on visual observation,the above referenced septic system DOES NOT appear to he in conformance with applicable z . codes and regulations required by the state and local jurisdiction. z Profea6ional'Seal 16 Poar)Street•Suite 200•Glens Falls,NY•12801 •P: 513.792.9264•F:518.792.9282 www.vielonengineering.org S/b'd ZEbbSt7L8TS:a .woad 92:22 S002-S2-NI-If lZ o 00 Septic Inspection Report Office No. (518) 761-8256 Date In pection u re ed: Queensbury Building &Code Enforcement Arrive: a m DeQ��' � . 742 Bay Rd., Queensbury, N 12804 Inspector's Initia s. NAME: E IT NO.: LOCATION: I SPECT ON: — RECHECK: Comments and/or diagram Soil TY n Loam/ Clay Type of Water:it / Well Water Water6;?eparation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N_N/A Absorption Field: Total length ft. � sf 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 D Di t Fie -Pit (V 0 nin - Sealed: ZN End Ca N Inlet/Outlet Pipes &Baffles Y N o, Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. lot Plan Y N,1 En ineer Report and As-Buil Y -p Location of System on Property: Front Re Left Side Right Side Middle Front Middle Rear Systern Use Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc a 30 �k4csdavl7/25-/07 Septic Inspection Report Office No. (518) 761-8256 Date In n iv / Queensbury Building&Code Enforcement Arrive: part: a r� 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: /e NAME: PE NO.: "7 LOCATION: Ur IN P CT ON: RECHECK: Comments and/or diagram Soil T Sa m Type of unicieWeWe@l Water Waterline se ra on istance ft. Well separation distance ft. Other wells: ft. -Absorption Field: Total lengthft. Length of each trench ft. Depth of trenches - it. Size of Stone7i See Me Pits: Number Size: x Stone Size: Piping Size Type Building to tank q,, Tank to Distribution Box 1` 1h Pr Distribution Box tofZiejd Pit ' ` slat Opening Sealed• Y N Partial End Ca Inlet/Outlet Pipes&Baffles Y N Location rations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. E ineer Reoort and As-Bui Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear system Use Status: pprov P al Approved a needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 OroVlFr<T/Ii�y~ 9-*+' .B/KCH XVA P $E P'Tt C arr i�Rv�cTaR, t ruts U_ c� QuTFAnry 3 j'Ovg nvl sF� �}" SEw Fe>?,n� }1�usE- EXISTl/ll %-FfASE PIT- T-D 00 t> 61 L . $Er tc- (39 P64"P4`D., Er1,577Ar, MA PLC- t fr, • _ r r 0 ti y P � r, t Sca Is ba r Is ngth a Iways = :300fast ,,,-T — I M 1N 57-�,L r �R VISION ENGINEERING, LLC CotORRC-Mk TD 5-TAKE �&Ur / EAJ 56rnC 4 Glens Falls Technical Park,Box #3 �✓ I s `�) Ai L /NoT-/Ft /y& vGl j4 Glens Falls,NY 12801 sl1 IBC''91i;:-((f�,T1O A �V(2 TD 1A)SMItA77c4 / n Phone!(518)792-92A4 FaK:(5181 792-9282 _ No WE LO ARt kr4r-,,1,J TV EA155t- O J/TPIA/ 7 QV /r Ol((N ICII'AG ��'1�� S��j�Y'� dyran(C-L�,visionengineeTing.orq 5� UWC'-#' Foe- �1_ Ve� L /// V,Y two �ctFIca7too.� . -- -- -- -- 1' CONCRETE OR STONE MARKER ABOVE ALL _ STREAM I M �. — -2" TOPSOIL MOUND FOR SETTLING BURRIED COVERS WELLI - POND OR LAKE I RECOMMENDED. LANDSCAPE FABRIC, STRAW N OR GEOTEXTILE MEMBRANE SLOPE TRENCH41 I p I MEAN HIGH WATER N Z ° 1%6�M- 1/32" o ° • o 0 0 0 0 12 A MIN.STRUOCTURVER OS OVER WELL ° I N LET BAFFLE MARK LEVATION '�B : ,g��,,° II I ^ 4" DISTRIBUTOR PIPE - 6'-0" O.C. PER FOOT 1 • •:°'O o°..Q Q�o o •,°a*,Q Q6.•o•0 ood,'Oo'•�ti�O-p q p,.o 6 OR 8-HOLE ? I Z Z DIST. BOX I I I I o I NATURAL SOIL SUBGRADE CRUSHED STONE OR \ FROM TANK 2 ■ pp o io WASHED GRAVEL 4" PERFORATED I HDu I I I 3/4" TO 1 1/2" PVC LATERAL ---�' I I I N IMPERVIOUS SOIL LAYER, OR o 0 I I EVIDENCE OF HIGHEST LEVEL OF MIN. 1/8 PER FT. GROUND WATER NOTE: LENGTH AND LAYOUT OF FIELD cc C 2'-0" SEELL BE NOTESBASED AND SCHEDULES DULES ATTACHED DESIGN EINFO �o 40-9.ffio 0 ALL 4" OUTLET INVERTS TO BE SET AT p TRENCH WIDTH . GRAVELSAN TYPICAL �R EXACTLY THE SAME TYPICAL LEACH FIELD SECTION LEACH FIELD PROFILE ELEVATION. x I (USE OF SPEED LEVELERS SEPTIC TANK r�.T.S. NOTES: N.T.S. ENCOURAGED) 1. ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED OR PLUGGED D I S TR I B U TI 0 N B 0 X � N D-Box I SEPTIC TANK I 2. ALL LATERALS TO BE OF EQUAL LENGTH. I I _ I m D Box N.T.S. _� Cb I I i cti c� I I W. House Sewer bx c v I { I I I I 1. House sewers are laid on firm foundation at a minimum grade of one-quarter inch per foot preferably �Nre I without bends. At least one cleanout with a properly fitted plug is to be provided. The house sewer shall .r..+ N CO 1 I I • I I I I I I allow for venting of gases from the sewage system. Cc�� I GROUND SURFACE LOCATION MARKER 2. House sewer construction including materials shall comply with the applicable requirements of the State Uniform Fire Prevention and Building Code contained in 9 NY6RR, Parts 903 through 907, inclusive, { I I and Part 1250. ��i. �/ \�\ PLi 3. A minimum horizontal separation of 10 feet should exist between the house sewer and any water line. MANHOLE COVER I MANHOLE COVER � Z Where lines must cross, the water service line shall be at least 12 inches above the house sewer. If a .. I I I I water line must pass below the house sewer, the vertical separation must be at least 18 inches. SCHED. 40 SCHED. 35 4. Suction waterlines shall never cross under house sewers or any other component of the sewage system. INLET OUTLET TO 3 ABSORPTION FIELD i I I I (SLOPE 1/4" - 2" F] DIST. BOX PER FT. ABSORPTION FIELD ) t� LIQUID (SLOPE 1/8" W PROPERTY LINE SANITARY TEE I I LEVEL. PER FT.) E ' INV. OF INLET m eD NOTES -- -- -- -- -- -- - - -- -- -- -- - -- 2„ ABOVE a INV. OF OUTLET SANITARY TEE O 1'''+ ... 1. TILE FIELD TO BE 100' OR MORE FROM ANY 3. DISCHARGF FOOTING, ROOF AND CELLAR DRAINAGE - PRECAST SEPTIC LAKE, SWAMP, DITCH OR WATERCOURSE AND 10' AWAY FROM SEWERAGE SYSTEM. TANK � ,� ` OR MORE FROM ANY WATER LINE UNDER PRESSURE. a �"�♦ 4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL / `, z BAFFLES MAY BE 2. FOR SEWAGE PIPE BETWEEN HOUSE AND SEPTIC TANK WITH CONTOUR LINES. USED INSTEAD OF USE DUCTILE OR CAST IRON PIPE, OR SCHEDULE 40 �� _ SANITARY TEE %\\ 02 PVC WITH CEMENTED JOINTS. `t J r \\\ ALL FEDERAL, STATE, AND LOCAL CODES AND \ REGULATIONS SHALL BE CONSIDERED TO BE PART OF THE BUILDING DETAILS AND SPECIFICATIONS �\ ` :� - HEREIN. IF DISCREPANCIES BETWEEN THE CODES TYPICAL SEWAGE DISPOSAL SEPARATION SCHEMATIC / // = ` = = = = //�i, 4 AND REGULATIONS AND THE INFORMATION NOT TO SCALE i 4,; \/\ CONTAINED ON THESE PLANS EXIST THE MORE ��//��j\//\/�\ �j/ STRINGENT SHALL APPLY UNLESS THE INFORMATION \�—/ r SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION Distribution Devices MIN. 3" SAND OR PEA OF THE CODE, IN WHICH CASE THE CODE OR Se is Tanks GRAVEL BED COMPACTED ' a T ' REGULATION SHALL TAKE PREFERENCE OVER PLANS. 1. Gravity Distribution. The maximum length of absorption lines used in conjunction with gravity distribution SEPTIC TANK SECTION 1. Septic tank covers shall always be accessible. Where man holes are more than 12 inches below final shall be 60 feet. grade, an extension collar shall be provided over each opening. Extension collars shall not be A. Distribution Box. N.T.S. DIG SAFELY NEW YORK 9 p p 9• `v> as ; - CALL BEFORE YOU DIG brought flush with the ground surface unless the cover can be locked to prevent tampering. a. For accessibility, it is necessary that the distribution box be located and have a removable I o C N - 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 ;, - CONFIRM UTILITY RESPONSE G ZL) - RESPECT THE MARKERS and reinforced to safely carry the load imposed. box must be greater than 12 inches below the surface, an extension collar shall be I w^ r) - DIG WITH CARE 2. Design and Installation. installed to within 12 inches of the surface. �- a> U, M A. General Requirements. The following applies to all septic tanks regardless of material. b. All outlets from the distribution box shall be at the same level to insure the even distribution 0 SAFE DIGGING IS EVERYONES RESPONSIBILITYI V - Lr� PLEASE CALL 1-800-962-7962 BEFORE YOU DIG. a. A minimum liquid depth of 30 inches. The maximum depth for determining the allowable of flow. J oaf � � VISIT www.digsafelynewyork.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 Y U =s ea •- ,_ INFORMATION. no credit shall be given toward design volume. boxes must be set on a bed of sand or pea gravel at least 12 inches thick. ' r 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 is required at ¢ W �• ABSORPTION TRENCH c� �' IT IS A VIOLATION OF SECTION 7209 SUBDIVISION °D 6 -0 SEE TYP. DETAILS *- =' a t'� 2 OF THE NEW YORK STATE EDUCATION LAW minimum surface area requirement for the specific design volume. the inlet side of the box when the sloe from the septic tank to the box exceeds 1 2 inch I- � 7 �. c> p p / (TYPICAL) - .__ 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. 00 W 2" TOPSOIL, SEED, AND MULCH { =. DIRECTION OF A LICENSED PROFESSIONAL times the effective width. FIELD AND ALL SURROUNDING "' sn ' ENGINEER, TO ALTER THIS DOCUMENT IN ANY e. There shall be a minimum two inch clearance between the inverts of the outlets and the f> t� - I c> r7 cs WAY. IF AN ITEM BEARING THE SEAL OF AN d. Tanks must be watertight, constructed of durable material not subject to corrosion, decoy, bottom of the box to prevent short-circuiting and reduce solids carry-over. m SLOPE SLOPE DISTURBED AREAS IMMEDIATELY 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 lace or purchased prefabricated. When concrete is ` ' T � SHALL AFFIX TO THE HIS pounds per square foot — least 300 p p are sf used to construct boxes it shall have a minimum compressive strength of 2 500 psi at y. q (P ) p g p 2S ::... . .. . I NOTATION "ALTERED BY" FOLLOWED BY HIS e. Tanks with a liquid depth of 48 Inches or more shall have a top opening with a minimum of day set. DIVERT RUNOFF FROM . SIGNATURE, THE DESCRIPTON DATE OF COFA THE RATL�RATION. + + + AND AAU 20 inches in the shortest dimension to allow entryinto the tank. Tanks with a liquid depth q p g. Prefabricated boxes may be constructed of concrete, fiberglass, or plastic. The boxes shall be UP SLOPE DRAINAGE less than 48 inches shall have a top opening that is at least 12 inches in the shortest installed in conformance with the manufacturer's instructions in addition to the AREAS dimension. requirements above. EXISTING SITE SOIL W/ f. Tanks shall have inlet and outlet baffles, sanitary tees or other devices to prevent the passage :• N RATE ACCORDANCE WITH ENGINEERED CLOCALEAND ASTATE DESIGNED IN PERCOLATION BUILDING of floating solids and to minimize disturbance of settled sludge and floating scum by Absorption Field Systems. 2'-0" MIN. ABOVE INDICATED IN DESIGN CODES AND REGULATIONS. THE NEW YORK STATE sewage entering and leaving the tank. Outlet designs such as gas deflection baffles Ore y DEPARTMENT OF HEALTH WASTEWATER TREATMENT strongly recommended in all tanks. Inlet and outlet baffles shall extend a minimum of 12 A. Site requirements. BEDROCK, GROUNDWATER, STANDARDS FOR INDIVIDUAL HOUSEHOLD SYSTEMS 9y a. The minimum distances that absorption fields shall be separated from other facilities are OR IMPERV. APPENDIX 75-A ESTABLISHES THE MINIMUM inches and 14 inches respectively, below the liquid level in tanks with a liquid depth of p p STANDARDS ACCEPTABLE IN NEW YORK STATE. less than 40 inches, and 16 and 18 inches respectively, in tanks With a liquid depth of 40 shown in the table provided. SEPTIC SYSTEM DESIGNS ARE BASED ON THE SITE q p 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 I i -W ON SITE PERCOLATION RATE, AND THE EXPERIENCE minimum separation of two feet to the lowest art of an trench. STANDARD ABSORPTION TRENCH DETAIL ' O °' A' ' six inches. Baffles shall be constructed of a durable material not subject to corrosion, p p y - � AND KNOWLEDGE OF THE DESIGN PROFESSIONAL. c. Absorption fields shall not be built under driveways, parts of buildings or under above- THE COMPLEXITY OF THE SYSTEM FOR EACH SITE decay or crocking. tti t T VARIES WITH THE INFILTRATION CAPACITY OF THE g. There shall be a minimum of one inch clearance between the underside of the top of the tank ground swimming pools or other areas subject to heavy loading. Surface waters shall be SEE TYPICAL ABSORPTION TRENCH DETAILS FOR N.T.S. ._ :_ { SOIL, LOCAL GEOLOGY, CLIMATE, TOPOGRAPHY, AND diverted from the vicinity of the system. INFORMATION NOT SHOWN ACCEPTABLE PRACTICE FOR THE REGION. and the top of all baffles, partition and/or tees to permit venting of tank gases. Mufti- B. Design criteria. - - --- chamber and multi-tank systems shall also be designed to permit the venting of tank a. The required length of absorption trench is determined from the percolation test results -- - ---- _ Y -- ENGINEERS STAMP: gases. and confirmed by the on site soil evaluation. The maximum trench width for design ' ` - - h. Tanks shall be placed on at least a three inch bed of sand or pea gravel. This will provide for purposes shall be 24 inches. proper leveling and bearing. Additional instructions provided by the manufacturer shall b. Adjacent trenches shall be separated by at least four feet of undisturbed soil. Individual also be followed. trenches shall be constructed parallel to the ground contours with trench bottoms as near �. i. There shall be a minimum dropin elevation of two inches between the inverts of the inlet and �- _7 level as possible. They need not be perfectly straight but abrupt changes in direction shall OF ! - outlet pipes. be avoided. j. Garbage grinders. An additional 250 gallons of capacity and seven square feet of surface area SEPARATION DISTANCES FROM WASTEWATER SYSTEM COMPONENTS SEPTIC DESIGN a '� ` y��0 is required when a garbage grinder can reasonably be expected at the time of construction C. Materials. or in the future. A gas deflection baffle or other acceptable outlet modification, and o dual a. Perforated distributor pipe shall be used in the trenches. Solid (non-perforated) pipe shall be WELL OR TSTREAM, used between the distribution box and the trenches. Perforated pipe shall be made of rigid SYSTEM COMPONENT SUCTION LINE WETLAND, WATERCOURSEDWELLING PROPERTY LINE compartment tank or two tanks in series must also be provided. HOUSE SEWER 25' CAST-IRON PIPE 25' 3' 10' LOCATION: 84 BURCH ROAD w or corrugated plastic and be labeled as fully meeting ASTM standards for use in septic ,11 B. Multi-compartment tanks or tanks in series. WATER-TIGHT_ JOINTS 50 OTHER MATERIALS_ . DESIGN PERCOLATION RATE: 1-5 MIN/IN a. Dual compartments are recommended for all tanks and shall be required on all tanks with an systems. Corrugated plastic pipe delivered in coils is not to be used unless provision is SEPTIC TANK . . . _ . )_ 56, 50'. . . . . . . 1.0 . . . . 10'. interior length of ten feet or more. made to prevent the recoiling or movement of the pipe after installation. EFFLUENT LINE TO 56, 50' 10' 16, b. Aggregate shall mean washed gravel or crushed stone 3/4- 1 1/2 inches in diameter. Larger DISTRIBUTION BOX ATE. pA 'y 07 6 b. The first compartment or tank (inlet side) shall account for 60 - 75% of the required total DISTRIBUTION_BOX f00' 10D' 20' i 0. N APPLICATION P RO SOIL R 1.2 G D/SF a diameter material or finer substances and run-of-bank gravel are unacceptable. 3 E design volume. c. The aggregate shall be covered with a material that prevents soil from entering the aggregate ABSORPTION, FIELD . 100', 0 166' 20' 16' BEDROOMS: c. The baffle separating the compartments shall extend from the bottom of the tank to at least p 9SEEPAGE PIT. . . . . 150.'.�a3 . . . 1 DO' 20' 16, MINIMUM SEPTIC TANK CAPACITY: 1000 GAL after backfilling, yet must permit air and moisture to pass through. The preferred material DRY WELL (ROOF 50' 25' 20' 10, six inches above the invert of the outlet pipe. for covering the aggregate is a permeable geotextile. Untreated building paper or a four AND FOOTING DRAINAGE) DESIGN FLOW RATE: 390 GPD d. Compartments shall be connected by a four inch vertical slot at least 18 inches in width, a six inch layer of ha or straw is acceptable. Polyethylene and treated building paper are RAISED OR MOUND 166' (o) 100' 20' 16' inch elbow, or two 4-inch elbows located at a distance below the liquid level equal to y Y p9 p p SYSTEM (c) . (NEW STANDARD FIXTURES - 130 GPD/BR) SPONSIBLE one-third the distance between the invert of the outlet and the bottom of the tank. At least relatively impervious and shall not be Used. REGISTERED DESIGN E PLANS EPROOFESSONAL WHO'S SEAL IS PLACQUIRE MELD VERIMCKnON BY THE ED UPON THEM D. Construction. TYPE OF SYSTEM: STANDARD ABSORPTION TRENCH one access manhole shall be provided into each compartment. a. Trench locations and depths should be marked by stakes before the trenches are excavated. WHEN SEWAGE TREATMENT SYSTEMS ARE LOCATED IN COARSE GRAVEL OR UPGRADE SCALE: AS NOTED inNO e. Tanks in series should be connected by a single pipe with a minimum diameter of four b. The natural surface shall not be significantly disturbed. if the site is regraded or similarly AND IN THE GENERAL PATH OF DRAINAGE TO A WELL, THE CLOSEST PART OF THE TREATMENT MINIMUM TOTAL LENGTH OF ABSORPTION TRENCH: inches. disturbed, the soil shall be allowed to stabilize and new percolation tests conducted. SYSTEM SHALL BE AT LEAST 200 FT. AWAY FROM THE WELL. f. The volume and surface area for meetingthe requirements of the design shall be based upon the p (BASED ON DESIGN PERC RATE) 160 FT DATE: 6/8/07 q 9 p c. The trench depth shall be as shallow as possible but not less than 18 inches. At least six b. MEAN HIGH WATER MARK total volume and surface areas of all the tanks and chambers to be installed. C. FOR ALL SYSTEMS INVOLVING THE PLACEMENT OF FILL MATERIAL, SEPARATION DISTANCES inches of aggregate is placed below the distribution line and two inches above the line. ARE MEASURED FROM THE TOE OF SLOPE OF THE FILL. MIN. LENGTH OF 4 TRENCH SYSTEM: 40 FT C. Concrete tanks. d. The earth cover over the aggregate should not exceed 12 inches in order to enhance DRAWN 6Y: VISION a. Concrete shall have a minimum compressive strength of 2,500 pounds per square inch (psi) natural aeration and nitrogen uptake by plant life. Trenches shall be excavated to design INSTALL 4 ABSORPTION TRENCHES 40 FT LONG at 28 days set; 3,000 psi concrete is recommended as a minimum. depth with bottoms practically level. Heavy equipment shall be kept away from the field PROJECT: b. Wall thickness shall be a minimum of three inches unless the design has been certified by a because the weight may permanently alter soil characteristics due to compaction, cause 84 BURCH ROAD New York licensed professional engineer as complying with all appropriate requirements trench cave-ins, and/or misalign and break pipe. for thin-wall construction. All walls, bottom and top shall contain reinforcing to assure e. Trench bottoms are to be raked and immediately covered with at least six inches of aggregate. QUEENSBURY, NY support for 300 psf. Any smeared surfaces on the trench walls are to be raked. Distributor lines are carefully c. All joints shall be sealed such that the tank is watertight; joints below the liquid level must be placed on the aggregate and covered with aggregate to a depth of at least two inches over tested for watertightness prior to backfilling. the top of the pipe. Additional aggregate may be required to bring the top of the aggregate DRAWING TITLE d. The walls and floor of cast-in-place tanks shall be poured at the some time (monolithic pour). to within six to 12 inches of the surface. D. Fiberglass and polyethylene tanks. These tanks must meet the following additional requirements: f. In gravity distribution systems, the pipe shall be carefully sloped at between 1116 inch and SEPTIC DETAILS a. These tanks shall not be installed in areas where the groundwater level can rise to the level of 1/32 inch per foot. Grades shall be determined by an engineer's level, transit or carpenter's the bottom of the septic tank. level. AND b. Particular care must be taken during installation, bedding, and backfilling of these units so as SPECIFICATIONS to prevent damage to tank walls. The manufacturer's installation instructions shall be g. After the upper aggregate is placed, the geotextile, untreated building paper, hay or straw is to be immediately installed and the trench backfilled with native soil. If the trenches cannot followed. be immediately backfilled, they should be temporarily covered with an impervious c. All tanks should be sold by the manufacturer completely assembled. If, because of size, the material such as treated building paper to prevent sidewall collapse and siltation into the tank is delivered to the site in sections, all joints shall be sealed with watertight gaskets aggregate. DRAWING N O. and shall be tested for watertightness after installation, and prior to backfilling. h. The earth backfill is to be mounded slightly above the original ground level to allow for settling and after settlement the entire area should be graded without the use of heavy equipment and seeded with grass. DWG 1 OF 1