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2015-361 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: P20150361 Date Issued: Monday, November 28, 2016 This is to certify that work requested to be done as shown by Permit Number P20150361 has been completed. Tax Map Number: 523400-308-014-0001-052-000-0000 Location: 183 PITCHER Rd Owner: FOREST PARK -- 65 GREGWOOD CIRCLE Applicant: FOREST PARK 25 & 27 BRIWOOD CIRCLE This structure may be occupied as a: Septic Alteration Residential By Order of Town Board TOWN OF QUEEENSBURY 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. 0", TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20150361 Application Number: A20150361 Tax Map No: 523400-308-014-0001-052-000-0000 Permission is hereby granted to: FOREST PARK 25 & 27 BRIWOOD CIRCLE For property located at: 183 PITCHER Rd in the Town of Queensbury,to construct or place Q �3'� 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: FOREST PARK-- 65 GREGWOOD C Septic Alteration Residential 31200 NORTHWESTERN Hwy Total Value FARMINGTON HILLS MI 48834-00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2015-361 Residential Septic Alterations 25 & 27 Briwood Circle $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,August 13,2016 (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 T n o eens ry;/� 1 �: . , �,August 13,2015 �rY( 4 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement % �_ Va. . SEPTIC DISPOSAL APPLIC e'` �, ti`�Use Onl ' ► d DATE: --IA2��`� •• ID TAX MAP ID: LI ` o. ZONE: �r� • !t&COQ :- :e 0.4() .00 BUIVCO APPLICANT (r';© .'- oark m1-1-C, (-,( II �i I�PHONE/E-MAIL r d5 7'7'7( ADDRESS )P3 3 p(,' ll r i` . QSi l ) p�0 1 Zc-t- .454- INSTALLER 54-INSTALLER/ G PtION2E/E-MAIL BUILDER C►,,�/11tfrAC�Ii/Y.t.I"1(�''l� Ig)`r),"J - ��p 1 OWNER f)Vri�+ 90 C � € . W C - ,( ADDRESS 1k3 !Dre_61 _ Ny ORA CONTACT PERSON FOR BUILDING&CODE COMPLIA1 : tf KAYO 1 PHONE/E-MAIL 43 a-(f7 0-1 RESIDENCE INFORMATION Year Built #of bedrooms X gallons per bedroom =total Daily flow 1980 or older Garbage grinder installed Yes v1Vo 1981-1991 ' 0 ( (e Spa or Hot Tub installed Yes ✓No 1992-Present / ) �• ._ PARCEL INFORMATION o C PO Topography Flat rolling Steep slope %Slope Soil Nature Sand Loam Clay Other Groundwater At what depth: Bedrock/Impervious material At what depth: Domestic Water Supply 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 engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank size I COO gallons(min.size 1,000 gallons,add 250 gallons to size for each garbage cylinder� or spa or hot tub GU System Absorption field with#2 stone Total length C ft.;Each Trench vC x 55 Seepage Pit with#3 stone How many: I/ ;Size p 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 known 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 Disposal Ordinance. PRINT NAME: I ► I a L (5-41 DATE: 9- ( - 15 SIGNATURE: i DATE: 11 Town of Queensbury Building&Codes Principal Structure Application Revised September 2014 Town of Queensbury Building &Code Enforcement Office No. (518)761-8256 Septic Inspection Report Inspection request received: Name: e S T f tc >M !4 pected on: • 17..3 Location: 02 cd 2-7 R--,'"'a cc C I r , Arrive: Permit No.: (c' ( Inspector's Initials: C• ments andlor dia.ram Soil Type: and 1)o LIT Type of Water: nici ll Water t3 au \DSO f* Waterline separation distance I t ft. b E?r C_TV-P1 Well separation distance ft. Other wells: ft. ' 1 Well Casing Length 50'+/- Y N_N/A — F 1\---VEC-6 I 05\---Pt [150'to well required if NO] Absorption Field: Total length 7,7-€) ft. Length of each trenchC��bj ft. Depth of trenches 7 —2-11Z-ft. Size of Stone Hy �� Wks- Zvl L t< vikEEZ3 Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank L-}" Tank to Distribution Box Distribution Box to Field/Pit \\ �\X_, TO ft 2-‘1- Opening Sealed: N End Cap N Inlet/Outlet Pipes&Baffles Manholes 12"or less below grade tX N [provide extension collar if Yes] Location/Separations Foundation to tank ft. EE e\-17CFoundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _Y_N Engineer Report and As-Built _Y 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 (;e/ Disapproved Septic Inspection Report :r a +• •: I PROPOSED INSTA TRENCH aM WITH ADS HANCOR �LENGTH OF l RAL = 55�—O- 220' TOT L LENGTH OF 1_: • PER NYSDOH APP. 75—A(FEB 3, 2010); A 25% REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS WITH 1.BSF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT_& OPEN SIDEWALLS. TABLE BC OF NYSDOH 'GREEN' HANDBOOK. PARKING I 4 LATERALS AT 55' EACH. — ADS HANCOR ARC 24 CHAMBERS. SEE DETAILS. I I LOCATE WATER LINE AND MAINTAIN 10' HORIZONTAL SEPARATION TO SEPTIC, TYP. �j PARKING O 1 0 0 0 0 r_ m SOILS INEORMA_ ON: PT a PERCOLATION TEST (LOCATIONS, SEE PLAN) DTP ® DEEP TEST PIT TEST PERFORMED ON 8-03-15 WITH STONE INDUSTRIES AND NYSDOH REPRESENTATIVE IN PROPOSED TREATMENT AREA. DTP #I (SEE SITE PLAN FOR LOCATION) 0'-8" DARK SANDY TOPSOIL 8'-28' LIGHT BROWN SAND 28'-83' TAN,GREY/BROWN SAND, COURSE NO GROUNDWATER OR MOTTLING NOTED PT f1 STABILIZED PERCOLATION RATE: 1:18 MPI PT #2 STABILIZED PERCOLATION RATE: 1:10 MPI SITE INFORMATION: )HY AT TREATMENT FIELD IS RELATIVELY LEVEL SUPPLIED WITH MUNICIPAL WATER. NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 100' OF TREATMENT AREA. EXISTING FAILED SEPTIC SYSTEM CONSISTS OF COMBINED LOTS 21,23,25,27,29&31 FLOWING INTO A 1500 GALLON SEPTIC TANK THEN TO A DRYWELL PROPOSED PLAN IS TO PROVIDE EACH 3 BEDROOM LOT WITH INDIVIDUAL 1000 GALLON SEPTIC TANKS AND A TREATMENT AREA DESIGNED FOR TWO LOTS WHICH EQUALS 8 BEDROOMS TOTAL l NORTH GENERA N072-4 1. SEE NOTE SHEET. CALL ENGINEER TO CLARIFY ANY DESIGN DETAILS. 2. USE DIMENSIONS GIVEN: DO NOT SCALE DRAWINGS. 3, ALL PERMITTING/VARIANCES TO BE OBTAINED BY CONTRACTOR AND/OR PRCF RTY OWNly 1� SEPTIC PLOT PLAN I HAVE SEEN OR OBSERVED ALL OBJECTS SUCH AS HOUSES, WELLS, TREES, FENCES, ETC SHOWN ON THIS DOCUMENT. I HAVE PERSONALLY WM SUV,Ntna DISTANCE SET FORTN ONT DIA�/, RAM. 1 I SIGNATUREDATE z EXISTING 3 Q LOT #27 BEDROOM -SO; DWELLING SO ID 4" SCH40 AT C PER FOOT. W L1 NEW 1000 1ALLON CONCRETE Z A TANK WITH FILTER.SEE DETAILS. .._5!. 6' WYE 1O'MIN. "4 ' O « L4 - SHED • D -Box B. NEW 1000 GALLON CONCRETE TANK WITH FjLTER.SEE DETAILS. EXISTING 3 : o _ LOT #25BEDROOM DWELLING � rn « ACTUAL SEPTIC COMPONENT LAYOUT ,'— I;m MAY VARY DUE TO BURIED UTILITIES. « INSTALLER TO LOCATE ALL UNDERGROUND • — TILITIES PRIOR TO CONSTRUCTION.' AS -BUILT TIE-IN DIMENSIONS FT pF NB A B C D D -BOX L1 BEGIN L1 END L4 BEGIN L4 END SEPTIC SITE PLAN PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS AND AS PURPORTED BYPROPERTYMANAGER. THIS DRAWING DOES NOT REPRESENT A LAND SURVEY A1:D MUST NOT BE CONSTRUED AS SUCH. �6 �f �' LDCADW _;A. PROJECT LOCATION PLAN N T d SCALE L6 Q F BUILDING c 0I Reviewed E ,,a TAX MAP :308.14-1-52 TOWN OF QUEENSBURY LOT SIZE: 48.9 ACRES APPROVAL STAMP / NOTES PROJECT: SEPTIC REPLACEMENT DESIGN / GRAVELLESS CHAMBER FOREST PARK— LOT #25 & #27 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) RKDRAWING TITLE• ENGINEERING, PLLG SITE PLAN 225RUGGLES RD., SARATOGA SPRINGS, NY 518.581.3893 FILE NAME SITE SCALE ,' = 20'-0' NO. SUBtdITTAt /REVISION PP -D. DATE DATE JUNE 2015 A ISSUED FOR REVIEW/APPROVAL RKR 6/5/15 REVISION A SHEET l" C-001 1 of 2 SEE PLAN FOR NUMBER OF LATERAL LINES GRAVELLESS - CHAMBER =1�I �I�h:milli 111111:11,11 IMI!;71 d ONE CHAMBER LONGITUDINAL• PER NYSDOH APP. 75-A(FEB 3, 010; A 25X REDUCTION IN TRENCH LENGTH IS ALLOWED MATH USE OF GRAVELLESS CHAMBERS WITH 1.8SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN SIDEWALLS. FROM SEPTIC TANK 4" DIA. SOLID PVC IIII11 MOUND TOPSOIL FOR SETTLING. SEEDD'AND COVER WITH STRAW. TYP. MIN. NATIVE EARTH BACKFILL DO NOT SMEAR SOILS DURING '/X 2' CHAMBFRJ HEIGHT z N ;x ADS RANCOR ARC 24 CHAMBER MODEL GRAVELLESS CHAMBER TRENCH TREATMENT SECTION SCALE: NTS - DUE TO GRADE CHANGE BURIAL DEPTH WILL VARY, INSTALL LATERAL END VENTS IF TOP OF CHAMBER >3' DEEP. \— PROPOSED GRADE, SLOPE TO DRAIN. SEED AND MULCH. INSTALL LEVEL. REMOVE DEBRIS, RAKE FLOOR & WALLS. GROUND WATER, BEDROCK OR IMPERMEABLE STRATA 24" DIA OUTLET 1 -_t/2" PRECAST] WW COONNCRETE BAFFLE OR EQUAL BAFFLE 1. REMOVABLE COVER MAINTAINED. TANKS SHALL BE PUMPED OUT AND INSPECTED EVERY 2 YEARS I ISI I I OR LESS FOR OPTIMAL PERFORMANCE; a8 EFFLUENT FILTER (IF INSTALLED) SHALL BE CHECKED AND CLEANED INLET SURFACE AREA - FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. - OUTLET 2" MIN. FAILURE COULD OCCUR. 12" MIN. I X03 o g'°big FILTER. SEE NOTES. CLEAN SAND, PEA GRAVEL OR AGGREGATE RISER & EFFLUENT (3/4' - 1 1/2") LOCKABLE COVER, TYP 1. PIPE JOINTS TO BE SEALED LIQUID TIGHT. BUILDINGNK: 4" PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, TO SE 2. SPEED LEVELING DEVICES SHALL BE USED ON ALL p� S�B�AECKKFFIILLL WITH CLEAN IN 8 INCH LIFTS A�D TAMFE OUTLET PIPES. K. K • 3. SEPTIC TANK TO D -BOX: 4" PVC OR SDR21, LIQUID SEPTIC TANK TO D -BOX OR PUMP TANK: a PVC SCH. 40 PIPE OR TIGHT JOINTS, MIN. SLOPE 1/8' PER FOOT. 4. THE SLOPE OF OUTLET PIPES BETWEEN THE WATERPROOF SEAL DISTRIBUTION BOX AND DISTRIBUTION LATERALS Z- ����L��TT INVERT SHOULD BE SLOPED AT LEAST 1/32' PER FOOT 4. AND CONSTRUCTED OF 4' PVC SCH. 40 OR SOR21 WITH LIQUID TIGHT JOINTS. n 5. USE DOUBLE SIDED STICKING RUBBER BUTYL FOR N I DOSED SYSTEMS. INLET NEW CONCRETE NONE�OF'ESSIO-tA ( dv DISTRIBUTION BOX 0 ` 0 � SCALE: NONE a. DUE TO GRADE CHANGE BURIAL DEPTH WILL VARY, INSTALL LATERAL END VENTS IF TOP OF CHAMBER >3' DEEP. \— PROPOSED GRADE, SLOPE TO DRAIN. SEED AND MULCH. INSTALL LEVEL. REMOVE DEBRIS, RAKE FLOOR & WALLS. GROUND WATER, BEDROCK OR IMPERMEABLE STRATA 24" DIA OUTLET 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 75-A. SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS - INDIVIDUAL HOUSEHOLD SYSTEMS"& "NYSDOH - (GREEN) DESIGN HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY. 2. INFORMATION ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN PURPOSES ONLY. 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S REQUIREMENTS. 4. ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY REGULATIONS, (NYSOOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE THE RESPONSIBIUTY OF THE OWNER. 5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD. NO VEHICLES ALLOWED ON TREATMENT FIELD. 8. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED. 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS. 8. RECOMMENDATION: DOWNSLOPE OR SHALLOW WELLS SHOULD HAVE UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED. WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY. 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LOK PL -122) WITH A RISER OR EQUAL 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL CAUSE FAILURE OF SEPTIC SYSTEM. APPROVAL STAMP / NOTES SEPTIC REPLACEMENT DESIGN / GRAVELLESS CHAMBER FOREST PARK - LOT #25 & #27 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) OAF ENGI 71EERING, PLLC 225 RUGGLES RD., SARATOGA SPRINGS, NY 518.581.3893 FILE NAME SCALE SUBMITTAL / REVISION PP'D. DATE DATE ISSUED FOR REVIEW/APPROVAL RKR 8/5 REVISION C---100 DETAILS AS NOTED JUNE 2015 A SH 2ZOF 2 CF IF DESIGNED TO USE EXISTING. SEPTIC TANK, PUMP OUT AND INSPECT EXISTING TANK. PROVIDE WRITTEN REPORT TO MGINEER. SYSTEM COMPONENTS SHALL BE 1. MINIMUM TANK CAPACITY AS FOLLOWS: MAINTAINED. TANKS SHALL BE PUMPED OUT AND INSPECTED EVERY 2 YEARS I ISI I I OR LESS FOR OPTIMAL PERFORMANCE; - 4 BEDROOMS SHALL HAVE A 1,250 GALLON TANK WITH 34 S.F. EFFLUENT FILTER (IF INSTALLED) SHALL BE CHECKED AND CLEANED SURFACE AREA - FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. PROVIDE EFFLUENT SURFACE AREA. I FAILURE COULD OCCUR. FILTER. SEE NOTES. INSTALL RISER & EFFLUENT FILTER (POLYLOK PL -122) LOCKABLE COVER, TYP 2. BUILDINGNK: 4" PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, TO SE 'W . p� S�B�AECKKFFIILLL WITH CLEAN IN 8 INCH LIFTS A�D TAMFE EFFLUENT FILTER K. K • �fINISHED GRADE / 'C' SOL, SEED do MULCH SEPTIC TANK TO D -BOX OR PUMP TANK: a PVC SCH. 40 PIPE OR 1 SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE Ile PER FOOT WATERPROOF SEAL 24MIN Z- ����L��TT INVERT d 4. POLY RISER -PET EACH MOBILE HOME UNIT PROVIDE N �- NEW 1000 GAL CONCRETE SEPTIC TANK INLET OUTLET INVERT NONE�OF'ESSIO-tA ( OUTLET CAULKED ` °�` CAULKED JOINT = WI JOINT 8 SANITARY TEE W/ EFFLUENT FILTER TEESANITARY—;, A _BULKHEAD Y MIN 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 75-A. SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS - INDIVIDUAL HOUSEHOLD SYSTEMS"& "NYSDOH - (GREEN) DESIGN HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY. 2. INFORMATION ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN PURPOSES ONLY. 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S REQUIREMENTS. 4. ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY REGULATIONS, (NYSOOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE THE RESPONSIBIUTY OF THE OWNER. 5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD. NO VEHICLES ALLOWED ON TREATMENT FIELD. 8. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED. 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS. 8. RECOMMENDATION: DOWNSLOPE OR SHALLOW WELLS SHOULD HAVE UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED. WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY. 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LOK PL -122) WITH A RISER OR EQUAL 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL CAUSE FAILURE OF SEPTIC SYSTEM. APPROVAL STAMP / NOTES SEPTIC REPLACEMENT DESIGN / GRAVELLESS CHAMBER FOREST PARK - LOT #25 & #27 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) OAF ENGI 71EERING, PLLC 225 RUGGLES RD., SARATOGA SPRINGS, NY 518.581.3893 FILE NAME SCALE SUBMITTAL / REVISION PP'D. DATE DATE ISSUED FOR REVIEW/APPROVAL RKR 8/5 REVISION C---100 DETAILS AS NOTED JUNE 2015 A SH 2ZOF 2 CF IF DESIGNED TO USE EXISTING. SEPTIC TANK, PUMP OUT AND INSPECT EXISTING TANK. PROVIDE WRITTEN REPORT TO MGINEER. SYSTEM COMPONENTS SHALL BE 1. MINIMUM TANK CAPACITY AS FOLLOWS: MAINTAINED. TANKS SHALL BE PUMPED OUT AND INSPECTED EVERY 2 YEARS - FOR 3 BEDROOMS OR LESS TANK SHALL 8E 1,000 GALLONS, WITH 27 S.F. SURFACE AREA OR LESS FOR OPTIMAL PERFORMANCE; - 4 BEDROOMS SHALL HAVE A 1,250 GALLON TANK WITH 34 S.F. EFFLUENT FILTER (IF INSTALLED) SHALL BE CHECKED AND CLEANED SURFACE AREA - FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. REGULARLY. OTHERWISE PREMATURE SURFACE AREA. I FAILURE COULD OCCUR. - FOR HOT TUB/SPA AND/OR GARBAGE GRINDER ADD 250 GALLONS TO TANK SIZE FOR EACH. 2. BUILDINGNK: 4" PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, TO SE 'W . MINPER K. K • 3. SEPTIC TANK TO D -BOX OR PUMP TANK: a PVC SCH. 40 PIPE OR 1 SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE Ile PER FOOT � 4 � r � 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDLINES. FOR EACH MOBILE HOME UNIT PROVIDE N �- NEW 1000 GAL CONCRETE SEPTIC TANK ��0,950, SCALE: NONE�OF'ESSIO-tA y1� 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 75-A. SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS - INDIVIDUAL HOUSEHOLD SYSTEMS"& "NYSDOH - (GREEN) DESIGN HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY. 2. INFORMATION ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN PURPOSES ONLY. 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S REQUIREMENTS. 4. ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY REGULATIONS, (NYSOOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE THE RESPONSIBIUTY OF THE OWNER. 5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD. NO VEHICLES ALLOWED ON TREATMENT FIELD. 8. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED. 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS. 8. RECOMMENDATION: DOWNSLOPE OR SHALLOW WELLS SHOULD HAVE UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED. WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY. 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LOK PL -122) WITH A RISER OR EQUAL 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL CAUSE FAILURE OF SEPTIC SYSTEM. APPROVAL STAMP / NOTES SEPTIC REPLACEMENT DESIGN / GRAVELLESS CHAMBER FOREST PARK - LOT #25 & #27 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) OAF ENGI 71EERING, PLLC 225 RUGGLES RD., SARATOGA SPRINGS, NY 518.581.3893 FILE NAME SCALE SUBMITTAL / REVISION PP'D. 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